*-' 1HRI HB flBB^B \A\ 5NAN V OF THI: UNIVERSITY OF CALIFORNIA. OK Mrs. SARAH P. WALSWORTH. Received October, (894. Accessions No* tf'JM. CL/v No. INSTITUTES NATURAL PI im&-. irtJ THEORETICAL AND PRACTICAL. HV WILLIAM ENFIELD, LL. D. < jS - .. ] iOMB CORI'.El it'ftiL CHANGE IN THE ORDER O AND THE ADDITIO I VN APPEND!^ TO THE AS SELECTED FBO.M ;.a \\ IWt's PKACTlCAIi A UEL WE13RKR, A. M. A. A. S. Late President of HarvarJ College. THIRD AMERICAN EDITION, WITH IMPROVEMENTS. Oranis philosophic difiicultas in eo versari videtur, ut a phaenomenis motuura investigemus vires nature, deindt ub bis viribus demoiistremus phienoineiui relujua< Newton. BOSTON : PUBLISHED BY CUMMINGS AND HILLIARD, AT THE BOSTON BOOKSTORE, NO. 1 CORNHILL. Unirenity Press...HiIIiard and Metcalf. 1820. "tli \-fnr ot tin iiu.. (it-iidfji -.: of a book, the ri-'bi w he. 10 THT 11EV. JOSEPH I OR O. _AWS, FELLOW OF THE nOYAL I IS TE8TIMO.ST 01 iBSPJiCT A CHAKACTEF EMINENTLY (. DMPREHENSIVE AND ENLARGED VIEWS OT 1 SCIENCE, ASSIDUOUS AND SUCCESS; JL RESE/ *^ : HES INTO N AN ARDENT ^E 01 TRUTK, T, ;>- - HE gj. Ti OF AN ACTIVE SPIRIT OF PHILANTHROPY, THIS WORK IS INSCRIBED BY HIS AFFECTIONATE FRIEND, AND OBEDIENT SERVANT, WILLIAM ENFIELD. PREFACE. JN OTHING can be an adequate apology fop obtruding upon the world a new Elementary Work, in a branch of Science already well understood, except the plea of utility. It is wholly upon this ground, that 1 venture to submit the following Treatise to the public in- spection. The difficulty which I met with, in providing my Classes* with a Text-book in Natural Philosophy, neither, on the one hand, materially deficient in Mathematical Demonstration, nor, on the other, too copious, or too abstruse, for the purpose of elementary instruction, first sug- gested the idea of this work. And the apprehension that others may have met with the same difficulty, induces me to make it public, in hopes that it may be of some use to those who wish'to study, or to teach, this science systematically. To that class of readers who are satisfied with general views, this work will be of little service. Sketches of philosophy, sufficiently compre- hensive to answer their purpose, will easily be found. But the knowl- edge, which is gathered up in this cursory manner, must unavoidably be superficial, and will, in many particulars, be confused and inaccu- rate. What Cicero, says of philosophy in general, is particularly true of Natural Philosophy : Difficile est enim in philosophia pane a esse ei nota, cui non sinl aut pleraque, aut omma.f It may be laid down as an universal maxim, that there is no easy method of obtaining excel- * In the Warrington Academy. { Tuscul. Quatst. II. 1. vi PREFACE. JBB lence. The small portion of learning, or science, which is to he ac- quired hy the help of facilitating expedients, has heen justly compar- ed to a temporary edifice built for a day.* It is as unreasonable to hope to acquire knowledge without undergoing the labour by which it is usually gained, as it would be to expect that an acorn will become an oak, without passing through the ordinary process of vegetation. All the knowledge of Natural Philosophy which can be acquired by * cursory reading, without the assistance of mathematical learning, must consist in an acquaintance with leading facts and general conclu- sions. To understand the manner in which the laws of nature have been inferred from these facts, and to be able with certainty and pre- cision to apply these laws to the explanation of particular phenomena, necessarily requires a previous knowledge of the elements of Geome- try, Trigonometry, the Conic Sections, and Algebra. A mechanic, who should set about making a machine without the requisite tools, would not act more absurdly, than a student who should attempt to understand the science of Natural Philosophy without these helps. A preceptor, who professes to teach this science in the easy and amus- ing method of experiment alone, is an architect without his rule, plumb-line, and compasses. Facts are, it is true, the materials of science ; and much praise is unquestionably due to those who have increased the public store, by new experiments accurately made, and faithfully related. But it is not in the mere knowledge, nor even in the discovery of facts, that phi- losophy consists. One who proceeds thus far, is an experimentalist ; but he alone, who, by examining the nature, and observing the relation of facts, arrives at general truths, is a philosopher. A moderate share of industry may suffice for the former : patient attention, deep Knox on Liberal Education, 9. PREFACE. vii reflection, and acute penetration, are necessary in the latter. It is therefore no wonder, that amongst many experimentalists there should be few philosophers. The hardy perseverance, and the vigorous exertions, which are necessary to form this character, are so contrary to that effeminacy and frivolity which distinguish the present age, that, if it were not for the provision which is made in our universities, and other seminaries, for the propagation of sound learning of every kind, there would be some reason to apprehend, that all the more abstruse and difficult branches of science would be excluded from the modern system of education, and consequently would fall into disesteem and neglect. It is by no means the intention of this treatise to encourage the in- dolent spirit of tlie times, by opening a bye-path to the Temple of Philosophy. The known and beaten road is the safest and the best. It has been with a view of assisting the student in his progress, that I have attempted to arrange the leading truths of Natural Philosophy in a perspicuous method, and to demonstrate them with conciseness ; adding a brief description of experiments, adapted to illustrate and confirm the propositions to which they are respectively subjoined. Being more desirous to be useful than to appear original, I have freely selected from a variety of authors such materials as suited my design. Those who are conversant with this class of >vriters will per- ceive that, amongst many others, 1 have made use of the works of NEWTON, Keil, Winston, Gravesande, Cotes, Smith, Helslium, Rowning, and lastly, Rulherforlh, whose arrangement I have in part adopted. With respect to any inaccuracies or mistakes which may have es- caped my attention, 1 must rely on that candour, which those who are best acquainted with the extent and difficulty of this undertaking will be most inclined to exercise. ADVERTISEMENT TO THE SECOND LONDON EDITION, BY THE EDITOR. J.N laying before the public a new edition of " The Institutes of Natural Philosophy, by the late Dr. Enfold? the Editor feels it incum- bent on him to assure the reader, that he has endeavoured, as far as was consistent with an elementary book, to avail himself of those ad- vantages which the publication of new discoveries, and new works in science, has afforded him ; and although the limits of an advertise- ment will not allow him to particularize all the additions that will be found interwoven with the various parts of the volume, yet it may be expected that, in this place, some notice should be taken of the most material of them ; and it is presumed that the following account will be deemed sufficient for the purpose. In the first book, the propositions on the divisibility of matter, and the attraction of cohesion, are more fully discussed, and a very useful corollary is drawn from that on the attraction of capillary tubes. To the first and third propositions of the second book, considerable addi- tions are subjoined ; and in the second chapter is inserted a new prop- osition, from which, in conjunction -with others, are deduced many co- rollaries and scholiums, connected with the remaining parts of the book.* Several examples are also given in the two first sections of the fifth chapter, which will be found useful to the young student, as illus- trative of the theory of falling bodies. In the third book is given, independently of the additions noticed in the margin,! an important proposition on the specific gravities of See Prop. A, (p. 13.) and Cors. Schols. &c. to Prop. 14, 17, 24, 26, 28, 30, 31, 36, 44, 46, 49, 52, .53, 54, 57, und 58. f See additions to Prop. 3, 6, 12, 13, 18, A, (p. 89) 50, and 55. ADVERTISEMENT. ^ ix bodies, with which are connected examples, and a table of the compar- ative weights of many of the most useful substances in nature. De- scriptions, accompanied with figures, are likewise given of the Pyrom- eter, Air-Pump, Barometer, with its application to the measuring of altitudes, 6jc. Fahrenheit's Thermometer, with a Table of Heat ; dif- ferent kinds of Hygrometers, the Steam-Engine, and the Hydrometer. The principal additions to the book of Optics will be found con- nected with the propositions mentioned below ;* in the course of which are introduced Mr. Delaval's Theory of Colours ; brief ac- counts of Dr. Blair's achromatic Lenses, and Dr. Herschel's grand Telescope. On the subject of Astronomy, are arranged under the different arti- cles several useful Tables, and the important discoveries of the illus- trious Dr. Herschel, which have been carefully selected from the last twenty volumes of the Philosophical Transactions. The reference in the margin,! will direct the reader to those propositions to which the most material additions are subjoined. Some valuable treatises, on Magnetism and Electricity, particularly those of Mr. Cavallo, having appeared since the, original publication of this volume, it was thought necessary very considerably to enlarge this part of the work ; and it is hoped that the principal discoveries in these brandies of science will now be found under their respective heads. By the suggestion of a friend, on whose judgment the public has long placed great confidence, it has been deemed proper that the first principles of chemistry should form a part of the present volume ;$ and See Prop. 5, 13, 32, A, (p.!6r) 42, B, (p. 175) 61, 62, 66, 68, 69, 76, D, (p. 199) 94, 122, 128, 144, andi!45. t See Def. 1, 12. Prop. 8, 16, 20, 32, 35, 39, 51, 57, 72, 78, 79, 83, 109, 116, 117, 118, 119, 120, 123, 136, 167, 168, 177, 179, A, B, (p. 323) 182, 183. + It has been deemed best to omit the Introduction to Chemistry. As an elementary treatise, it has been found defective, and as far as our information extends, it has not been generally used in those seminaries, where these Institutes are taught, the Chemical Professors generally recommending their respective favourite authors. b ADVERTISEMENT. although we have chiefly confined ourselves to the interesting discove- ries of the philosophers, Black, Priestley, and Lavoisier, on Heat and the Fictitious Airs, it is nevertheless presumed, that enough has been said on these subjects to render the doctrines and introductory practice to modern chemistry perfectly intelligible to any person who may be de- sirous of farther prosecuting the study of this amusing and useful science. The reader ought to be apprized, that besides additions to the old plates, two new ones are now given : one, as already noticed, accom- panying descriptions of several pneumatic and hydraulic machines, and the other containing figures relating to subjects in magnetism, electricity, and chemistry. It is hoped that the augmentations to the volume, although they compose about one third of the whole work, will be found such as ought, at this period, to be comprehended in an elementary book of science ; and that the speculations of Dr. Herschel, towards the end of the astronomical part, will not be considered as an exception : they are at least the speculations of a great mind, and capable of exciting, in every well-disposed heart, emotions of interest and exquisite pleas- ure, inasmuch as they lead to the grandest and most sublime notions of the great Author of the universe. The editor will only add, that in the additions to this work, he has uniformly aimed at conciseness ; and he will consider his exertions well rewarded, if it be found, by a candid and discerning public, that he has not sacrificed perspicuity to brevity, and that he has not omitted, within his prescribed limits, any material article that might serve to render the original work, in its present enlarged state, generally ac- ceptable and useful. May 14, 1799. ADVERTISEMENT TO THE FIRST AMERICAN EDITION. THE principal object in undertaking this American Edition of Dr. Enfield's Institutes of Natural Philosophy was to supply our Colleges with & book, which is held in so high es- timation for the use of Students in recitations to their Instructors. In some of these semi- naries of learning Ferguson's Astronomy is recited, and in one or more of them after the exercises in Enfield's Philosophy, exclusive of the Astronomical part. It was the opinion of the Rev. Dr. Willard, President of Harvard College, and Professor Webber, that it would be a valuable improvement in this part of Collcgial Instruction to substitute En- field's Astronomy for Ferguson's, provided some additions were made, which should be equally or more important than certain Articles in the latter, particularly those relating to the Calculation and Projection of Solar and Lunar Eclipses, including the necessary Ta- bles. On account of some particular circumstances, measures were not taken to make the proposed additions till the printing was far advanced, and assurances given that it would be finished within a short period. Hence it was extremely difficult to execute the plan. Professor Webber, however, consented to attempt what then seemed to be practi - cable, and what, it was hoped, might in some good degree answer the purpose. And there appears to be a propriety in giving a particular account of the alterations, that have been made. The errors, which occurred, are corrected. And it was thought expedient to retain the Introduction to the First Principles of Chemistry, but to annex it as an Appendix.* A change is made in the order of the branches by inserting Magnetism and Electricity between Pneumatics and Optics, instead of placing them after Astronomy ; as it was thought a more natural and useful arrangement for a regular course of instruction, the propriety of closing with Astronomy being particularly obvious. In the Astronomical part, the alterations are comprised in a few particulars, the sub- stance of which is almost entirely taken from Ferguson's Astronomy, as well as the figures to which they refer, f An Appendix of about 80 pages is subjoined to the Astronomical part, and constitutes the most distinguishing and important peculiarity of this edition. It contains the most useful Solar and Lunar Tables, and a Table of Logistical Logarithms, together witli their explanation, and twenty-two Problems, illustrating their use and application, and exem- plifying the Projection of Eclipses. ' These are selected from a work of Mr. Alexander See note, page ix. f The particular additions are the explanations of the circles of perpetual apparition and occultation un- der Prop, XX. Scholium 2 to Prop LX Scholium to Prop. I.XXXIL Scholium to Prop. CXIV. Expla- nation of the figures <.{ orbits of Satellites under Scholium to Prop. CXVI. Scholium to Prop. CXLIII Cor. to Prop. CLXXIH. Cor. to Prop. ('LXXV A small alteration is made in the demonstration of Prop. CX1X, The Scholium to Prop. CXIX. s.nA Scholium ,3 to Prop. CXX, are omitted. The figures, together with four projections of eclipses, which are also added with the Appendix to the Astronomical part fill two plates. xii ADVERTISEMENT. Ewing, teacher of Mathematics at Edinburgh, entitled " Practical Astronomy," and pub- lished in 1797. With respect to the Projection of Eclipses, there is a small alteration in ' making two distinct Problems for the Lunar and Solar Projections, instead of placing them under the respective Problems for calculating those Eclipses. And two notes are added to the Problem for projecting a Solar Eclipse. The former contains the necessary directions for a different mode of projection ; and the latter the Rev. President Willard's method of finding the point on the sun's limb, where a Solar Eclipse begins ; the knowl- edge of which point is of great importance to observers. In the w hole execution of the work it has been the unfeigned endeavour of the editors to merit the approbation of the public. Boston, January, 1802. ADVERTISEMENT TO THE THIRD AMERICAN EDITION. THE following work has been, we believe, for some years, a classic in every College iu New England, but considerable complaints having lately been made of its incorrectness and deficiency, it was expected that some other system would be brought forward to sup- ply its place. None however has appeared, and in the mean time the former editions have been taken up, and copies were continually called for, which could not he furnished, so that the public necessity seemed absolutely to require another edition to be im media; ely put to the press. Such corrections, however, have been made as the time permitted, and they will be found much more considerable, both in number and importance, than those in any former edition. The principal alterations occur in Book II, Props. 52, 57, and 80 ; B. Ill, P. 16 and 51; B. IV, P. 4 j B. VI, P. 13, 21, 22, 23, 55,56, 61. and 147; B. VII, P. 7, 36, 39, 45, 60, 70 ; Prob. at the end of Chap. IV, P. 80, 115,136; Table at the end of Part I. P. 1 67, and 170. In the Appendix, Explanation of Tables I, II, and VI, and the examples under Problems 8 and 1 5.* Less considerable alterations occur in every part of the work, too nu- merous to be particularized. These corrections have been made by the direction of JAMES- DEAN, A. M. A. A. S. of Windsor, Vt. It is not pretended that the work even now is rendered perfect. The articles of Electricity and Magnetism, especially, are much be- hind the present state of science, and Physical Astronomy, also, is too concise and obscure ; but even as it has hitherto been, it seems to be the almost unanimous opinion ofinstructere, that it is better adapted to the state of science in this country than any other work extant ; and the publishers can venture to assure the public that the present edition is very much improved. Boston, January, \ 820. * See Errata. CONTENTS. BOOK I. OF MATTER. - - 1 BOOK IT. OF MECHANICS, OR THE DOCTRINE OF MOTION. CHAP. I. Of the General Laws of Motion, - 10 CHAP. II. Of the Comparison of uniform Motions, - 13 CHAP. III. Of the Composition and Resolution of Forces, 15 CHAP. IV. Of Motion as communicated by Percussion in Non-Elastic and Elastic Bodies, - - - - 18 CHAP. V. Of Motion as produced by the Attraction of Gravitation, 23 . 1. Of the Laws of Gravitation in Bodies falling without Obstruction, ibid. . 2. Of the Laws of Gravitation in Bodies jailing down inclined Planes, 26 . 3. Of the Pendulum and Cycloid, - 31 . 4. Of the Centre of Gravity, - - 39 CHAP. VI. Of Motion as directed by Certain Instruments called Mechan- ical Powers, - - - ' . 44 CHAP. VII. Of Motion as produced by the United Forces of Projection and Gravitation, - 51 .1. Of Projectiles, - - ibid. . 2. Of Central Forces, - - 57 BOOK III. OF HYDROSTATICS AND PNEUMATICS. PART I. OF HYDROSTATICS. CHAP. T. Of the Weight and Pressure of Fluids, - ?'! CHAP II. Of the. Motion of Fluids, - 79 . 1. Of Fluids passing through the Bottom or Side of a Vessel ibid. . 2. Of Rivers, - .... 83 CHAP. HI. Of the Resistance of Fluids, 86 CHAP. IV. Of the Specific Gravities of Bodies, 89 Table of Specific Gravities, 95 xiv CONTENTS. PART. II. OF PNEUMATICS. CHAP. I. Of the Weight and Pressure of the Air, 96 CHAP. II. Of the Elasticity of the Air, " 99 Of the Syphon, . 106 Of the Syringe, Common Pump, and Forcing Pump, 107 Of the Condenser and Air-Pump, - - 108 Of the Barometer, - - . . . 109 Of the Thermometer, . - . Ill Table of Heat, - . 112 Of the Hygrometer, - - ibid. OJ the Steam Engine, - 118 Of the Hydrometer, ... - 114 BOOK IV. OF MAGNETISM. - - 115 BOOK V. OF ELECTRICITY, 127 BOOK VI. OF OPTICS, OR THE LAWS OF LIGHT AND VISION. CHAP. I. Of Light, .... - 147 CHAP. II. Of Refraction, - . -150 . 1. Of the Laws of Refraction, . ibid. . 2. Of Images produced by Refraction, - - . - 167 CHAP. III. Of Reflection, 172 . 1. Of the Laws of Reflection, .... ibid. . 2. Of Images produced by Reflection, . . 180 CHAP. IV. Of Vision, 183 . 1. Of the Laws of Vision, ..... ibid. . 2. Of Vision as affected by Refraction, - - 190 . 3. Of Vision as affected by Reflection, - . . 196 CHAP. V. Of Colours, .... 202 . 1. Of the different Refrangibility of Light, - ibid. . 2. Of the Rainbow, ...... 207 CHAP. VI. Of the Optical Instruments, - . . 215 . 1. Of Telescopes, - .... ibid. . 2. Of Microscopes, ..... ggo . 3. Of the Magic Lantern, 228 . 4. Of the Camera Obscura, ... S23 CONTENTS. BOOK VII. OF ASTRONOMY. PART I. FTHE MOTIONS OF TUB HEAVENLY BODIES. CHAP. I. Of the Solar System in General, - CHAP. II. Of the Earth, - - - . . 1. Of the globular Form of the Earth, and its diurnal Motion about its Axis, and of the Appearances which arise from these, ibid. . 2. Of the Annual Motion of the Earth round the Sun, - SJ30 . 8. Of Twilight, . . -247 4. Of the Equation of Time, CHAP. III. Of the inferior Planets, Mercury and Venus, - - CHAP. IV. (sf the superior Planets, Mars, Jupiter, Saturn, and the Herschel, - 259 CHAP. V. Of the Moon, ..... sfig . 1. Of the Variations in the Appearance of the Moon, - ibid. . 2. Of Eclipses, . . g68 CHAP. VI. Of the Satellites of Jupiter, Saturn, and the Herschel, 277 CHAP. VII. Of Comets, - ... 281 CHAP. VI 11. Of the Sun, - .... 284 CHAP. IX. Of the Parallaxes, Distances, and Magnitudes of the Heavenly Bodies, . - 285 PART II. OF THE CAUSES Or THE CELESTIAL MOTIONS AND OF OTHER PHENOMENA. CHAP. I. Of the Cause of the Revolutions of the Heavenly Bodies in their Orbits, - 296 CHAP. II. Of the Lunar Irregularities, - . . 300 CHAP. III. Of the Spheroidical Form of the Earth, . 307 CHAP. IV. Of the Precession of the Equinoxes, - 309 CHAP. V. Of the Tides, - 311 PART III. OF THE FIXED STARS. - 314 APPENDIX TO THE ASTRONOMY, Containing Solar and Lunar Tables, with their explanation and use, and the Projection of Eclipses, selected from " Swing's Practical Astronomy." Explanation of the Tables, - - 329 Problems, shewing the use and application of the Tables, and Projection of Edipses, . . 336 Solar and Lunar Tables, .... 861 ERRATA. Page 48, for Prop. LXII. read Prop. LVII. 68, line 28, for APN read A;;N. 82, 23, for AE read ED, and for ED read EB. 99, 8, for BL read BL". 329, 19, for 54| read 43J. 336, 26, 28, 33, and 36, for 71 7' read 71 7' 25". 28, for 4h. 44' 28" read 4h. 44' 29f ". 29, for Ih. 22' 40" read Ih. 22' 38|". 33, for + 4 44 28 read -f 4 44 29|. 34, for 28 25 read 28 26|. 38, for 81 45' read 81 45' 25" ; and for 5h. 27' read 5h.27f. 39, for Ih. 3* 40" read Ih. 3' 381". 349, 5, 13, and 27, for north" read ascending. 6, 13, and 2", for " south" read descending. N. B. A correspondent, whose kindness has enabled us to correct many other errors, which appeared in former editions of this work, furnished us several corrections for the example under Prob. VIII. page 341, and for the example under Prob. XV. page 345 ; but we reget that they were mislaid, till it was too late for their insertion: BOOK I. OF MATTER. ^t DEFINITION I. MATTER is an extended, solid, inactive, and moveable substance. 4 SCHOLIUM. Extension and solidity are discovered to be properties of matter by tbe senses. Both by the sight and touch we perceive material substances to have length, breadth and thick- ness, that is, to be extended : and from the resistance which they make to the touch, we acquire the idea, and infer the property of solidity. It is unnecessary here to inquire, whether solidity necessarily supposes impenetrability. Natural Philosophy, being employed in investigating the laws of nature by experiment and observation, and in explaining the phenomena of nature by these laws, has no concern with metaphysical speculations, which are generally little more than unsuccessful efforts to extend the boundaries of human knowledge beyond the reach of the human faculties. DBF. II. A body is any portion of matter. COROLLARY. All bodies have some figure ; for, being portions of matter, they are finite, and therefore bounded by lines either straight or curved. PROPOSITION I. Matter may be, and mere extension is, infinitely divisible, or capable of being divided beyond any supposed division. 1. Any particle of matter, placed upon a plane surface, has an upper and a lower side, or a part which touches, and another which does not touch the plane, and is therefore divisible. 2. Let CO, MD, be two parallel right lines, to which let AB be drawn perpendicular. In the Plate 1. line MD, on one side of the perpendicular AB, take, at equal distances, the points E, F, G, H. F 'E' l ' On the other side of AB, in the line CO, take any point C, and join CE, CF, &c. Each of the lines CE, CF, Sec. will cut off a portion from AB : But whatever number of lines be drawn 1 S OF MATTER. BOOK I. in the same manner from C to MD produced, there will still remain a portion of AB not cut off; because no line can be drawn from the point C to the line MD, which shall coincide with CO : The line AB is therefore infinitely divisible. Plate 1 *' ^ e t the right lines AC and GH be drawn perpendicular to the right line BF. In AC, Fij*. 2. produced at pleasure, take any points C, C, &c. from which, as centres, with the distances CA, CA, &c. describe arcs of circles KAL, NAO, &c. touching BF in the point A, and cutting HG. The farther the central point is taken from A, the greater will be the circles, and the nearer will the arcs approach to the line BF ; but (El. III. Pr. 16. Cor.) the arcs, touching BF in A, cannot toucli it in any other point. The line HG is therefore infinitely divisible. From this proposition the following theorems are derived by Dr. Keill, in his fifth lecture. THEOREM i. Any quantity of matter, however small, and any finite space, however large, being given, (as for example, a cube circumscribed about the orb of Saturn,) i is possible for the small quantity of matter to be diffused throughout the whole space, and to fill it so that there shall be no pore or interstice in it, whose diameter shall exceed a given finite line. COR. Hence there may be given a body, whose matter, being reduced into a space absolutely full, that space may be any given part of its former magnitude. THEOREM n. There may be two bodies of equal bulk, whose quantities of matter, being unequal, in any proportion ; yet the sum of their pores, or quantity of void space in each of the two bodies shall be to each other nearly in a ratio of equality. Example. Suppose 1000 cubic inches of gold when reduced into a space absolutely full, to be equal to one cubic inch : then 1000 cubic inches of water, which is 19 times lighter than gold, will, when reduced, contain J-jth part of an inch of matter. Consequently the void spaces in the gold, will be to those in water as 999 to 99'Jif , or nearly in the ratio of equality. In the present state of knowledge, it is impossible to determine how far the division of matter can be actually carried, or whether there be any indivisible atoms by the arrangement and combination of which all sensible bodies are formed. We are, however, furnished both by art and nature with many astonishing instances of minute division. If a pound of silver and a grain of gold be melted together, the gold will be equally diffused through the whole silver ; and if a grain of the mass, containing only the 5761th part of a grain of gold, be dissolved in aqua fortis, the gold will subside. A grain of gold may be spread by the gold-beater into a leaf containing 50 square inches, awl this leaf may be divided into 500,000 parts : and by a microscope, magnifying the diameter of an object 10 times, and its area 100 times, the 100th part of each of these, that is, the 50 millionth part of a grain of gold will be .visible. The natural divisions of matter are still more wonderful. In odoriferous bodies a surprising subtilty of parts is perceived : several bodies scarcely lose any sensible part of their weight in a great length of time, and yet continually fill a very large space with odoriferous parti- cles. Dr. Keill has computed the magnitude of a particle of assafcetida to be only the BOOK I. OF MATTER. 3 38 l,000,OUO,000,000,000,OUO th P art f a cubic inch A S a ' 1 "' Mr ' Leewenho <" k informs us that there are more animals in the milt of a cod-fish than there are men on the whole earth, and a single grain of sand is larger than four millions of these animals. Moreover, a particle of the blood of one of these animalcula has been found, by calculation, to be as much smaller than a globe of the -j^th of an inch in diameter, as that globe is smaller than the whole earth. Nevertheless, if these particles be compared with the particles of light, they will be found to exceed them in bulk as much as mountains do single grains of sand. These instances may serve to shew the amazing fineness of the parts of bodies, which are nevertheless compounded. Gold, when reduced to the finest leaf, still retains those properties which arise from the modifications of its parts. Microscopic animalcula are, without doubt, organized bodies, and the globules of their blood are possessed of specific qualities. Even the rays of light are compounded of an indefinite variety of particles, which, when separated, have the power of exciting the ideas of colours. DBF. III. That force by which the parts of the same body, or of different bodies, on their contact, or near approach, are united to or tend towards each other, is called the attraction of cohesion. PROP. II. The attraction of cohesion appears in solid bodies. EXP. 1. Observe the different degrees of cohesion in different kinds of wood, suspending weights, from pieces of equal diameter, placed vertically or horizontally, till they break. 2. Measure the different degrees of cohesion in silk, thread, horse-hair, &c. by weights suspended from cords of each, placed vertically or horizontally. The result of sundry experiments, made by professor Musscheubroek, to shew the cohesive power of different solids, may be seen in the following table. In estimating the absolute cehesion of solid bodies, he applied weights to separate them according to their length : the pieces of wood which he used were parallelopipedons, each side of which was ^%-ths of an inch, and the metal wires made use of were T Lth of a Rhinland inch in diameter, and they were drawn asunder by the following weights : lb. Ib. Fir 600 Copper 299- Elm - 950 Brass .... 360 Alder - - 1000 Gold 500 Oak - 1150 Iron .... 450 Beech - 1250 Silver ... 370 Ash - 1250 Tin .... 49^ Lead 29* From the experiments of Guy ton Morveau, the following are the utmost weights, which wires of 0.787 of an English line in diameter can support without breaking. 4 OF MATTER. BOOK I. lb. Av. A wire of Iron supports - - 549.25 Copper - - 302.278 Platinum - 274.32 Silver ... . 187.137 Gold - 150,753 Zinc - - 109.54 Tin - . 34.63 Lead - ... 27.621 PROP. III. The attraction of cohesion takes place between particles of the same fluid. Exp. 1. A drop of water, at the end of a small cylinder of wood, will hang in a spherical form. The drop is spherical, because each particle exerts an equal power in every direction, drawing other particles towards it on every side as far as its power extends. - 2. Two globules of mercury, on meeting, unite, which union can arise only from their strong attraction. Drops of water will do the same. PROP. IV. The attraction of cohesion takes place between two solid bodies of the same kind ; and the more perfect the contact, the greater is the attracting force. EXP. 1. Two glass bubbles, floating near each other on water, rush together. 2. A glass bubble floating on water in a glass vessel, moves towards the side of the vessel. 3. Two circular pieces of cork, placed upon water, and brought near each other, will be attracted. 4. Two plates of glass laid together, though perfectly dry, will cohere. 5. Two leaden balls, having each a flat surface of a quarter of an inch in diameter, scraped smooth, on being forcibly put together, will cohere so strongly as sometimes to require a weight of nearly 1001 b. to separate them. 6. Two polished plates of brass, smeared with oil, will cohere strongly. M. Musschenbroek found that the adhesion of polished planes, about two inches in diameter ? heated in boiling water, and smeared with grease, required the following weights to separate them : Cold Grease. Hot Grease. Planes of Glass - ISOlb. SOOlb. Brass - 150 800 Copper - 200 850 Marble - - - 225 600 Silver - - 150 250 Iron - - 300 950 PROP. V. The attraction of cohesion takes place between solids and fluids. BOOK I. OF MATTER. Exp. 1. A plate of glass, or metal, will retain drops of water, or mercury, when inverted. 2. If a plate of glass be in part immersed in a vessel of water, the water which lies contiguous to the glass will rise above the level. 3. Water rises above its level between two parallel plates of glass at a small distance from each other, and in a glass tube having a fine bore, called a capillary tube. 4. The fluid will rise between parallel plates, and in capillary tubes, in vacuo. Hence it appears, that the ascent of fluids in capillary tubes is not owing to the pressure of the air. 5. Human blood will rise to a great height in a tube having an exceedingly fine bore. 6. Water will ascend in the cavities of sponge, sugar, and other porous bodies. 7. If a drop of oil be poured upon a plate of glass laid horizontally, and another plate of glass be so placed as to meet the first plate at one edge, and be at such a distance from it at the other, as just to touch the drop of oil; this drop, because its touching surface is continually enlarging, will move, with increasing velocity, towards that edge. If the planes be lifted up on the side where they meet, the motion will be retarded, stopped or reversed, according to the degree of elevation. 8. The same phenomenon takes places in a tube of unequal bore. 9. A circular piece of ice, two inches and a half in diameter, exactly balanced and brought to touch the surface of some mercury, will be so strongly attracted by the mercury, as to require more than nine pennyweights, in the opposite scale, to restore the equilibrium. 10. A piece of wood having a smooth and plane surface, suspended from a beam and balanced, on touching a surface of water, will be attracted; and it will require an additional weight in the opposite scale to separate them. SCHOLIUM 1. As it is by the attraction of cohesion that the parts of a body are kept together ; so when a body is broken, this attraction is bnly overcome. Hence the reason of soldering of metals ; gluing of wood, &c. Hence also may be explained why some bodies are hard, others soft, and others fluid, which properties may result from the different figures of the particles, and the greater or lesser degree of attraction consequent thereupon. Elasticity may arise from the particles of a body, when disturbed, not being drawn out of each other's attraction ; as soon, therefore, as the force upon it ceases to act, they restore themselves to their former position. SCHOLIUM 2. Solids are dissolved in menstruums from the particles of the solid being more attracted to the fluid than to themselves. Precipitation arises from a like cause ; for if to the solution of any solid in a fluid, some other solid or fluid be added, the particles of which are attracted by the fluid with a greater force than those of the solid which was dissolved, the solid falls to the bottom in a fine powder. Thus silver dissolved in aqua fortis is precipitated by copper. PROP. VI. The heights to which a fluid arises between parallel plates of glass are inversely as the distances of the plates. The absolute attractive force of the plates will always remain the same, whatever be the distance of the plates. The same weight of fluid must, therefore, at different distances of the OF MATTER. BOOK 1. plates, be supported. But the quantity of fluid supported can only continue the same, when the height of the column supported is reciprocally as its base ; that is, when as much as the height is increased the base is diminished, and the reverse. Now, the length of the base remaining unvaried, the base can only be made greater or less, by increasing or diminishing the distance between the plates. Therefore, the force, and the quantity of fluid supported, remaining the same, the height will be greater as the distance of the plates is less, and the reverse. Let H, B, D, express the height, base and distance, when the plates are at any given distance, and h, b, d, express the same when they are brought nearer : from what has been shewn, II : h : : b : B ; but b : B : : d : D j therefore H : h : : d : D. Ext. Let two parallel plates of glass be immersed, at different distances from each other, in a vessel of coloured water. PROP. VII. The suspension of the fluid, in capillary tubes, is owing to the attraction of the ring of glass contiguous to the upper surface of the fluid.* Every ring of glass below the surface attracts the water above it as much downwards, as it attracts the water below it upwards, and consequently can contribute nothing towards the support of the column : and the action of the lowest ring upon all the fluid in the tube, within its surface of attraction, must either concur with the force of gravity to bring the fluid downwards, or, acting upon it at right angles, can have no effect in suspending it within the tube. The fluid therefore can only be supported by the ring of glass contiguous to its upper surface, which, attracting upwards, opposes the action of gravitation by which the fluid endea- vours to descend. This reasoning may be applied to the fluid raised between parallel plates of glass. EXP. Let a capillary tube be composed of two parts, the bore of one of which is wider than that of the other : immerse its wider orifice in water, till it is filled to any height less than the length of the wider part ; the fluid will only rise to the height to which it would rise if the tube were throughout of the same bore with the wider part : but immerse the tube till the fluid enters the smaller part, and the whole column will be suspended, provided its length do not exceed that of the column which a tube of the smaller bore is capable of supporting. Hence it is manifest, that the water is sustained by the attraction of the narrower part of the tube, for the wider part could not sustain so long a column : it is also manifest, that it is sustained by the ring contiguous to the upper surface ; for if it were sustained by the ring at the lower surface, no reason could be assigned why this should now support the greater column in both parts of the tube, when it was before only able to sustain a column which filled a part of the wider tube. Next, let the tube be inverted, and the water be raised into the lower extremity of the wider part; when the suspended column is of greater length than that which a tube of the same bore * This proposition has been disputed. Dr. Hamilton, in his second lecture, supposes that the suspension arises from the attraction of the annulus lying just within the lower orifice of the tube. But Mr. Parkinson rejects both suppositions, and concludes, that the fluid is sustained by the immediate attraction of the glass- See Parkinson's Hydrostaticks, p. 39. BOOK I. OF MATTER. with the wider part is capable of sustaining, it will immediately sink : whence it is manifest, that the suspension of the column in this case depends upon the attraction of the wider part of the tube ; for the narrower part could sustain a larger column : and also, that it is sustained by the ring contiguous to the upper surface; for if it were sustained by the ring at the lower surface, it has been seen that this ring could support a much longer column. SCHOL. The reason why the narrower or wider ring sustains a column of the same length in the unequal tube above described, as in a tube throughout of the same diameter as the upper ring, is that the moving forces of the columns are in both cases the same ; as will be more fully shewn hereafter. Book III. Pr. iv. Cor. PROP. VIII. In capillary tubes, the heights to which the fluid rises are inversely as the diameter of the bores. The fluid being suspended (Prop. VII.) by the ring of glass contiguous to the upper surface, and the distance to which the attracting force of glass reaches being unvaried ; the attracting force which sustains the fluid will be as the number of attracting particles, that is, as the circumference, or diameter of the ring, or of the tube. Let Q, q, then, represent the quantities of fluid to be raised in two tubes of different bores ; D, d, the diameters of their bores ; and H, h, the heights to which fluids rise in the tubes ; because Q, q, represent two cylinders of the fluid, from the properties of the circle and cylinder (El. XII. 2. n, and 14.) Q : y : : DDK : ddh ; and from the nature of this attraction, which is as the diameters of the tubes, Q : q : : D : d ; therefore DDH : ddh : : D : d ; and consequently D : d : : h : H. COH. From this proposition it appears, that in any glass capillary tube, the height to which it will elevate water, and keep it sustained, multiplied into the diameter of the tube, is a given quantity ; this is found by experiment to be .053 part of an inch : by means of this value the diameter of a capillary tube being given, the height to which it will elevate water will be known, for it will be equal to .053, divided by the diameter; thus suppose the dianwter is 5 \ of an inch, the height to which the water will be elevated = .053 X 20 = 1.06. EXP. Let two tubes of different bores be immersed in a vessel of coloured water ; it will be found, that the water will rise as much higher in the smaller tube, as the diameter of its bore is less than that of the larger tube. PROP. IX. Between two glass plates, meeting on one side, and kept open at a sin ill distance on the other, water will rise unequally ; and its upper surface will form a curve, in which the heights of the several points above the surface of the fluid will be to one another reciprocally, as their per- pendicular distances from the line in which the plates meet. Let AE be the surface of the fluid ; AF the line in which the plates meet ; HL the curve Plate 1. formed by the surface of the raised fluid ; GB, 1C, KD, LE, perpendicular to AE, expressing Fl &- 3< . the heights of the respective points G, I, K, L, in the curve, above the surface of the fluid, and 8 OF MATTER. ^ BOOK I. AB, AC, AD, AE, perpendiculars to AF, expressing the distances of the same points from the line in which the plates meet: these heights and distances are reciprocally proportional. For let the lines GB, 1C, KD, LE, represent pillars of fluid of an equal but exceedingly small breadth ; those portions of the glass plates, which, by their attraction, support these pillars being equal, will sustain equal quantities of fluid ; that is, the pillars will be equal. But the pillars may be considered as parallelepipeds, which (El. XI. 34.) are equal when their bases and altitudes are reciprocally proportional. And the bases, being equal in breadth, are as their lengths, that is, as the intervals between the plates : and since the intervals continually increase as the distance from the line in which the plates meet increases, these intervals, at the points 6, C, D, E, are as their distances AB, AC, AD, AE. from the line AF. Since, then, the heights of the pillars are reciprocally as the intervals, the heights GB, 1C, &c. are reciprocally as the distances AB, AC, &c. This is the property of an hyperbola, whose assymptotes are AE and AF. Exp. Let coloured water rise between two glass plates (their inner surfaces being first moistened) meeting on one side according to the proposition. PROP. X. Some bodies appear to possess a power the reverse of the attraction of cohesion, called repulsion. Exp. i. If apiece of iron be laid upon mercury, the surface of the mercury near the iron will be depressed. 2. A fine needle laid upon water will swim. 5. Two circular plates of tinfoil being placed upon water, and pressed down by a small additional weight upon their surface, repelling the water, will have a cavity round them : but when they are brought near each other, they will rush together ; the re-action of the water on the outer side of the plates being greater than the re-action on the inner side, where the two cavities produced by repulsion are united. 4. Mercury, poured into a recurved glass tube, having the bore on one side exceedingly fine, and on the other large, will not rise so high in the narrow, as in the wide bore : water will rise higher. 5. Melted glass, dropped into water, forms globules with a stem, (called Prince Rupert's drops) which on breaking the stem will burst with great violence, and fall into powder. PROP. XI. All bodies on or near the surface of the earth tend towards its centre, by the attraction of gravitation. A stone, or other heavy body, let fall, will move towards the earth till it meet with some other body to obstruct its course. And bodies move in lines perpendicular to the surface, because the point to which they ultimately tend is the centre of the earth, and the line of direction produced coincides with the radius, and is at right angles with the surface, which is nearly spherical. Some bodies ascend, because they are acted upon by a force greater than the attraction of gravitation, and in a contrary direction. Vapours, smoke, &c. do not descend, because they are lighter than the air, and supported by it. BOOK I. OF MATTER. 9 EXP. 1. Smoke or steam will descend in an exhausted receiver. 2. Any boiling fluid being placed in a scale and balanced, the balance will be destroyed by evaporation. SCHOL. 1. When we speak of attracting powers, we do not attempt to explain their nature, or assign their causes. Having derived general principles, or laws of nature, from phenomena, we only give a name to these principles, in order to explain other appearances by them. SCHOL. 2. The tendency of all bodies towards the earth really results from their tendency towards the several parts of the earth. For by an experiment made by Dr. Maskelyne upon the side of the mountain Schehallien, he found the attraction of that mountain sufficient to draw the plumb-line sensibly from the perpendicular. See Phil. Trans. Vol. LXV. or Sir J. Pringle's Discourses. BOOK H. OF MECHANICS, OB THE DOCTRINE OF MOTION. CHAP. I. Of the General Laws of Motion. PROPOSITION I. J^ VERY body will continue in its state of rest, or of uniform motion in a right line, until it is compelled, by some force, to change its state. Any body at rest on the surface of the earth will always continue so, if no external force be impressed upon it to give it motion, and if the obstacle which hinders the attraction of gravitation from carrying it towards the centre be not removed. A body being put into motion by some external impulse, if all external obstructions were removed, and the attraction of gravitation, suspended, would move on for ever in a right line ; for there would be no cause to diminish the motion, or to alter its direction. This cannot be fully established by experiment, because it is impossible entirely to remove all obstructions ; but, since the less obstruction remains the longer motion continues, it may be reasonably inferred, that if all obstacles could be removed, motion once communicated to any body would never cease. Exp. 1. A body at rest requires some degree of force to put it in motion : and when in motion, it will continue to move longer on a smooth surface than on a rough one; instances of which occur in the use of friction rollers ; in the exercise of skating, &c. 2. If a stone be whirled round in a string, on being set at liberty it will continue to move with the force which it has acquired. 3. If a vessel containing a quantity of water be moved along upon a horizontal plane, the water, resisting the motion of the vessel, will at first rise up in the direction contrary to that in which the moving force acts : when the motion of the vessel is communicated to the water, it will persevere in this state ; and if the vessel be suddenly stopped, resisting the change from, motion to rest, it will rise up on the opposite side. In like manner, if a horse which was standing still, suddenly starts forwards, the rider will be in danger of being thrown backwards; if the horse stops suddenly, the rider will be thrown forwards. CHAP. I. OF THE LAWS OF MOTION. 11 SOHOL. This proposition suggests two methods of distinguishing between absolute and apparent motions. (1.) Absolute motion, or change of absolute motion, mav sometimes be distinguished from apparent, by considering the causes which produce them. When two bodies are absolutely at rest, they are relatively so; and the appearance is the same when they are moving at the same rate, and in the same direction : a relative motion, therefore, can only arise from an absolute motion in one or both of the bodies, which (oy the Prop.) cannot be produced but by force impressed. Hence, then, if we know that such a cause exists, and acts upon one of the bodies, and not upon the other, we may conclude that the relative motion arises from a change in the state of rest, or absolute motion of the former; and that with respect to the latter, the effect is merely apparent. Thus when a person on board a ship observes the coast receding from him, he knows the appearance arises from the motion of the ship upon which the wind or tide is acting. (2.) Absolute motion may sometimes be distinguished from apparent hy the effects produced, A body in absolute motion endeavours to proceed in the line of its direction : if the motion be only apparent, there is no such tendency. It is in consequence of the tendency to persevere in a rectilinear motion, that a body, revolving in a circle, constantly endeavours to recede from the centre. This effort is called a centrifugal force ; and as it rises from absolute motion only, whenever it is observed, we are convinced that the motion is real. Exp. Let a bucket, partly filled with water, be suspended by a string, and turned round till the string is considerably twisted ; theik let the string untwist itself. At first the water remains- at rest, but as it acquires the motion of the bucket, the surface grows concave to the centre, and the water ascends up the sides,, thus endeavouring to recede from the axis of motion, and this effect increases till the water and bucket are relatively at rest. When this is the case, let the bucket be suddenly stopped and the absolute motion of the water will be gradually diminished by the friction of the vessel ; and at length, when it is again at rest, the surface becomes plane. Thus the centrifugal force does not depend upon the relative, but upon the absolute motion, with which it begins, increases, decreases and disappears. PROP. II. The change of motion produced in any body is proportional to the force impressed, and in the direction of that force. Effects are proportional to their adequate causes. If, therefore, a given force will produce a given motion, a double force will produce the double of that motion. If a new force be impressed upon a body in motion, in the direction in which it moves, its motion will be increased propor- tionally to the new force impressed : If this force acts in a direction contrary to that in which the body moves, it will lose a proportional part of its motion : If the direction of this force be oblique to the direction of the moving body, it will give it a new direction. EXP. Let one clay ball, suspended by strings, strike another clay ball suspended in the same manner, at rest or in motion, it will communicate a degree of motion greater or less in proportion to the force of the striking body : In the opposite direction, motion will be destroyed in the same proportion. OF MECHANICS. BOOK II. COK. Since the effect produced by two bodies upon each other, depends upon their relative velocity, it will always be the same whilst this remains unaltered, whatever be their absolute motions. PROP. III. To every action of one body upon another, there is an equal and contrary re- action : Or, the mutual actions of bodies on each other are equal and in contrary directions, and are always to be estimated in the same right line. Whatever quantity of motion any body communicates to another, or whatever degree of resistance it takes away from it, the acting body receives the same quantity of motion, or loses the same degree of resistance in the contrary direction : the resistance of the body acted upon producing the same effect upon the acting body, as would have been produced by an active force equal to, and in the direction of, that resistance. Con. 1. Hence it appears, that one body acting upon another, loses as much motion as it communicates ; and that the sum of the motions of any two bodies in the same line of direction cannot be changed by their mutual action. Con. 2. This proposition will explain the manner in which a bird, by the stroke of its wings, is able to support the weight of its body. For if the force with which it strikes the air below it, is equal to this weight, then the re-action of the air upwards is likewise equal to it ; and the bird being acted upon by two equal forces, in contrary directions, will rest between them. If the force of the stroke is greater than its weight, the bird will rise with the difference of these two forces : And if the stroke be less than its weight, then it will sink with the difference. EXP. Let a clay ball in motion strike another equal to it at rest : The striking body will lose half its quantity of motion, which will be communicated to the other body. SOHOL. These three laws of motion may be illustrated by experiments, but their best confir- mation arises from hence, that all the particular conclusions drawn from them agree with universal experience. They were assumed by Sir Isaac Newton as the fundamental principles of mechanics ; and the theory of all motions deduced from them, as principles, being found to agree, in all cases, with experiments and observations, the laws themselves are considered as mathematically true. CHAP. II. Of the Comparison of uniform Motions. PROP. IV. The quantities of matter in bodies are in the compound ratio of their magnitudes and densities. If the magnitudes of two bodies be given, the quantities of matter will be as the densities : If their densities be given, the matter will be as the magnitudes : therefore the matter is CHAP. II. COMPARISON OF MOTIONS. IS universally in the compound ratio of the magnitudes and densities. For example ; If A and B be two balls equal in r: -gnitude, the quantity of matter in A will be to that in B, as the density of A is to that of B : if both be of the same density, their quantities of matter will be as their magnitudes. PROP. V. The velocities, with which bodies move, are directly as the spaces they describe, and inversely aa the times in which they describe these spaces. * It is manifest, that the degree of velocity increases as the space a body passes over in a given time increases, and as the time in which it passes over a given space decreases ; and the reverse. For example ; If one ball A move over six feet, and another ball B over three feet in the same time, A has double the velocity of B : but if the ball A passes over six feet in two seconds of time, and the ball B passes over six feet in one second, the velocity of B is double of that of A. PROP. VI. The spaces which bodies describe are in the compound ratio of their times and velocities. It is evident, that the longer time any body continues to move, and the greater velocity it moves with, the greater space it will pass through ; and the reverse. If, for example, the body A moves for one second, and the body B moves for two seconds, both moving with the same velocity ; A will move through half as much space as B : If A moves with two degrees of velocity, and B with one degree of velocity ; A will, in the same time, pass over twice as much space asB. PROP. VII. The times in which bodies move are directly as the spaces, and inversely as the velocities. The greater space any body passes through, and the less degree of velocity it moves with, the greater must be the portion of time taken up in the motion ; and the reverse. For example ; If the ball A moves with the same velocity with the ball B, but passes over double the space, A will move twice as long as B ; If A moves over the same space with B, and with half the velocity, it must, in this case also, move twice as long as B. PROP. A. If bodies be acted upon by different constant forces, the ve- locities communicated will vary in a ratio compounded of the forces and times. Let F, V, T, represent force, velocity and time, and be supposed variable ; it is evident that the velocity will be increased and diminished in the same ratio with both force and time, and these being independent of each other, V will be as F x T. COR. If, therefore, F be compared with any other known force /capable of generating a velocity equal to v in the time t, then V : v : : F x T :/x t. OF MECHANICS. BOOK II. PROP. VIII. The power required to move a body at rest is as the quantity of matter to be moved. Each particle of matter in any body resisting motion, a force must be exerted upon each particle to overcome this resistance ; if, therefore, two bodies containing different quantities of matter are to be moved, the greater body will require the greater force. DBF. I. The momentum of any body is its quantity of motion. PROP. IX. In moving bodies, if the quantities of matter be equal, the momenta will be as the velocities. It is manifest, that if the body A be equal to the body B, but A has twice the velocity of B, A has twice as much motion as B. PROP. X. The velocities of two bodies being equal, their momenta will be as their quantities of matter. The bodies A and B moving with equal velocities, since every portion of matter in A has as much motion as an equal portion of B, it is evident, that if A has twice the quantity of matter in B, it must have twice as much motion. PROP. XI. The momenta, of moving bodies are in the compound ratio of their quantities of matter and velocities. The greater quantity of matter there is in any body, and the greater velocity it moves with, the greater will evidently be its quantity of motion ; and the reverse. If, for example, the body A be double of the body B, and moves with twice its velocity, the momentum of A will be quadruple of that of B: For it will have twice the momentum of B from its double velocity, and also twice the momentum of B from its double quautity of matter. COR. Hence, if in two bodies the product of the quantities of matter and velocities are equal, their momenta are equal. PROP. XII. The velocities of moving bodies are as their momenta directly, and their quantities of matter inversely. The greater momentum any body has, and the less quantity of matter it contains, the greater must be its velocity. For example ; If the body A is half of'B, and their momenta are equal, A will move with twice the velocity of B ; and if A and B are equal, and the momentum of A is double of that of B, its velocity will also he double. PROP. XIII. The force, or power of overcoming resistance, in any moving body, is as its momentum. CHAP II. COMPARISON OF MOTIONS. 15 Since a body having a certain degree of motion is able to overcome a certain degree of resistance, it is manifest, that with an increased momentum, it will be able to overcome a greater resistance. COR. Hence the momentum of any body is measured by its power of overcoming resistance. SCHOL. Let Q, q, denote the quantities of matter in any two bodies, D, d, their densities, and B, I, their bulk or magnitude, V, t>, their velocities, T, (, the times of their motion, S, s, the spaces over which they pass, P, p, the moving powers, M, m, their momenta, andF,/, their force. The preceding propositions may be thus expressed : PROP. IV. Q q :: BD :bd S s V. V v :: T ' 7 VI. s s : : TV : tv VII. T t :: S s V ' v A. V v : : FxT : /X t VIII. p p :: Q 1 IX. M m : : y v if Q=^. X. M m :: Q 1 ifV=v. XI. M m : : QV qv XII. V v : : M m Q 7 XIII. J * M m CHAP. III. Of the Composition and Resolution of Forces. DBF. A. Equable motion is either simple or compound. Simple motion is that which is produced by the action, or impressed force of one cause. Compound motion is that which is produced by two or more conspiring powers, i. e. by powers whose directions are neither opposite nor coincident. PROP. XIV. A body acted upon by two forces united, will describe the diagonal of a parallelogram, in the same time in which it would have described its sides by the separate action of these forces. Plate 1. If in a given time, a body, by the single force M impressed upon it at a point A, would be Fig. 4.' carried from A to B; and by another single force N impressed upon it at the same point, would be carried from A to C ; complete the parallelogram ABDC ;, and with both forces united, the body will be carried in the same time through the diagonal of the parallelogram from A to D. 16 OF MECHANICS. BOOK II. For since the force N acts in the direction of the right line AC parallel to BD, this force (by Prop. II.) has no effect upon the velocity with which the body approaches towards the line BD by the action of the force M. The^body will therefore arrive at the line BD in the same time, whether the force N is impressed upon it or not ; and at the end of that time will be found somewhere in the line BD. For the same reason at the end of the same time it will be found somewhere in the line CD ; therefore it must be found at the point D, the intersection of these two lines. And (by Prop. I.) it will move in a right line from A to D. EXP. Two equal leaden weights, suspended at the end of a triangular frame of wood to give them a steady motion, and let fall at the same instant from equal heights, striking a ball sus- pended by a cord at the point in which their lines of direction meet, will carry it forwards in the diagonal of the parallelogram of those lines produced. COR. 1. Hence, the velocity produced by the joint action of two forces is to that with which the body moves by the action of each force singly, as the diagonal of the parallelogram to either side ; for the diagonal is described in the same time with either side. COR. 2. If two sides of a triangle represent the directions and quantities of two forces, the third side will represent the direction and quantity of a force equivalent to both acting jointly: For the third side may be considered as the diagonal of a parallelogram. COR. 3. A body may be moved through the same line by different pairs of forces. In plate 1. fig. 4. AD is the diagonal both to the parallelogram ABDC, and to the parallelogram AEDF ; and consequently expresses a force equal to AB, AC, and to AF, AE. COR. 4. Hence we learn why any heavy body let fall perpendicularly from the top of a mast, when a ship is under full sail, will fall to the bottom, in the same manner as if it had been at rest. ^ SCHOLIUM. This proposition may be farther illustrated. If two men sit upon the opposite sides of a boat in full sail, and toss a ball to one another, they will catch the ball in their turn, just as they would have done if the boat had been at rest. The ball is here acted upon by two forces : (1.) it partakes of the motion of the boat, which is common to the ball, the boat and the men : (2.) the other force is that with which the man throws it across the boat. By these two forces together, the ball will describe the diagonal of a parallelogram, one of whose sides is the line that the boat has described whilst the ball is flying across; and the other side is a line drawn from one man to the other. PROP. XV. The velocity produced by two joint forces, when they act in the same direction, will be as the sum of the forces, and when they act in opposite directions, will be as their difference ; and the velocity will be the greater the nearer they approach to the same direction, and the reverse. Plate 1. j n (|, e parallelograms ABCD, in which AB, AC, express the direction and quantity of two joint forces, the side AB being placed at different angles with AC, it is manifest, that as AB approaches towards AC, the diagonal increases, till at length it becomes equal to AC + CD, that is, to AC -f AB, and the velocity is as the sum of the forces, since they act in, the same direction. CHAP. III. COMPOSITION OF FORCES. 17 In the parallelograms ABDC, as AB recedes from CD, the diagonal decreases, till at length p l ate * it vanishes with the angle, and the two sides AB, AC, constitute one right line, the parts of '"' which, AB, AC, representing forces acting in opposite directions, if the forces be equal, they will destroy each other; if unequal, the velocity will be as their difference. PROP. XVI. Any single force or motion may be resolved into two forces or motions ; and the directions of these may be infinitely varied : also any two forces may be compounded into single forces. A body moving in the line AD, maybe considered as receiving its direction and velocity Mate 1. from two forces acting jointly in the directions AB, AC, or from two other forces expressed by l %' AF, AE : For (Prop. XIV. Cor. 3) each pair would produce the same effect. In like manner the direction and quantities of the forces will be diversified with every change of the sides of the parallelogram, the diagonal remaining the same. It is also manifest, that any two joint forces may be compounded into one, being expressed by the sides of a parallelogram, or its diagonal. PROP. XVII. If a body is acted upon by three forces, which are pro- portional to, and in the direction of, the three sides .of a triangle, the body will be kept at rest. Let a body placed at D be acted upon by three forces AD, GD, FD, proportional to, and in Plate 1. the direction of, the three sides of the triangle GED : complete the parallelogram GEFD ; and >s ' ' ,} make AD eqjwl to, and in the direction of, the diagonal ED. If the body at D be acted upon by the forces AD, ED, equal and in opposite directions, it will be kept at rest. But the force ED (Prop. XVI.) is equivalent to the two forces DG, DF, that is, DG, GE ; therefore the body acted upon by the three forces AD, DG, DF, that is by three forces proportional to, and in the direction of, the sides of the triangle GED, will be at rest. EXP. Let three weights in the proportions of 3, 4, 5, be suspended from cords, which pass over pullies and meet in a point ; if the directions of the cords be parallel to the sides of a triangle (drawn in a plane parallel to the plane of the cords) whose sides are to each other as the weights, a ball at the point in which the cords meet will be kept at rest. COR. The body will be at rest if the three forces are proportional to the three sides of a triangle drawn perpendicular to the direction of the forces ; for such a triangle is similar to the former. Draw Ag, Cd, and Be, perpendicular to the sides GE, GD, DE, forming a triangle ged, which is equiangular to GED ; hence, the sides about their equal angles being proportional, the forces which are proportional to the lines GE, GD, and DE, are also proportional to ge, gd, and de. SCHOLIUM. A boy's kite, as it rests in the air, is an instance of a body resting whilst three forces act upon it. For the kite is acted upon by the wind ; by its own weight ; and by the string that holds it. 18 OF MECHANICS. BOOK II. PROP. XVIII. The force of oblique percussion is to that of direct or perpendicular action, as the sine of the angle of incidence to radius. Plate l. Let a body strike upon the plane AD, at the point D, in the direction Bl) : the line BD Vis ' S ' expressing the force of direct impulse may be resolved into two others, BC, BA, the one parallel, the other perpendicular to the plane. Of these, the force BC, parallel to the plane, cannot affect it. The whole force upon the plane may therefore be expressed by BA. But BA is to BD as the sine of the angle of incidence BDA is to radius. SOHOL. If the surface to be struck be a curve, let AD be made tangent to the curve at D, and the proof will be the same. PROP. XIX. The force of oblique action produced by percussion is to that of direct action, as the cosine of the angle, comprehended between the direction of the force and that in which the body is to be moved, to radius. Plate 1. L e t FD represent a force acting upon a body at D, and impelling it towards E ; but let DM be the only way in which it is possible for the body to move. The force FD may be resolved into two forces FG, FH, or GD ; of which only the force GD impels it towards M. And, FD being radius, GD is the cosine of the angle FDG, or MDE, comprehended between the direction of the force, and that in which the body is to be moved. CHAP. IV. Of Motion, as communicated by Percussion in Non-Elastic and Elastic Bodies. DBF. II. Bodies are non-elastic, which, when one strikes another, do not rebound, but move together after the stroke. COR. Hence their velocities after the stroke are equal. DBF. III. Bodies are elastic, which have a certain spring, by which their parts, upon being pressed inwards by percussion, return to their former state, throwing off the striking body with some degree of force ; when the elasticity is perfect, the body restores itself with a force equal to that with which it is compressed. EXP. The existence of this property is visible in a ball of wool, cotton, or sponge compressed. PROP. XX. When one non-elastic body in motion, strikes upon another at rest, or moving with less velocity in the same direction, the sum of their momenta remains the same after the stroke as before. For (Prop. III. Cor. 1.) as much motion as the striking body communicates, so much it loses ; CHAP. IV. OF ELASTIC BODIES. 19 whence, if the motions of the bodies are in the same direction, whatever is added to the motion of the preceding body will be subducted from that which follows, and the sum will remain the same. PROP. XXI. When two non-elastic bodies, moving in an opposite direction, strike upon each other, the sum of their momenta, after the stroke, will be equal to the difference of their momenta before the stroke. For (from Prop. III. Cor. 1.) that body which had the least motion will destroy a quantity equal to its own in the other ; after which they will move together with the remainder, that is, the difference. EXP. Let two cylinders filled with clay, A, B, be of equal weight, and suspended by cords from equal heights ; let two other cylinders of the same kind, C, D, but in weight as 2 to 1, be suspended from the same height. The heights from which they are let fall, in the arc formed bv the motion of the cylinder (from the nature of the pendulum, afterwards to be explained) will be the measure of their velocity; and (by Prop. XI.) their momenta will be as their velocities multiplied into their quantities of matter; whence the cases of the two preceding propositions may be established by the following experiments. N. B. Quantity of matter is expressed by q, velocity by v, and momentum by m. No. 1. Prop. XX. Case 1. Let the cylinder A fall from the height of 18 inches, upon the cylinder B at rest. The momentum of A before the stroke (by Prop. XI.) is 18 ; for the quan- tity of matter is 1, and the velocity 18; whence ql xcl8=ml8. After the stroke, the quantity of matter being (Def. II.) 2, and the velocity of each cylinder 9, the momentum will be 18 ; qZ x v9 = m 18. No. 2. Case 2. Let A Jail from 18 inches, and B from 9, in the same direction ; their momenta before the stroke are 18 4- 9 = B7 ; after the stroke, the quantity of matter will be 2, and the velocity 1S-J ; whence v ISf x q 2 = m 27. No. 3. Prop. XXI. Case 1. Let the equal cylinders A and B fall in opposite directions, from the height of 12 inches; the momenta being equal and opposite, the motion of both will be destroyed. No. 4. Case 2. Let A fall from the height of 12 inches, and meet B falling in the opposite direction from 6 inches ; their velocity after the stroke being 3, and quantity of matter 2, the momentum will be6;<72xw3=m6. No. 5. Prop. XX. Case 5. Let the cylinder C, double of the cylinder D, fall from 12 inches on D at rest. Before the stroke, the quantity of matter in C is 2 and its velocity is 12 ; whence its momentum is 24 ; q 2 X v 12 = in 24. After the stroke, the velocity will be 8, and quantity of matter 3 ; whence q 3 X v 8 = m 24. , No. 6. Case 4. Let C fall from 12 inches, and D from 6 inches in the same direction. Before the stroke, the velocity of C is 12, and quantity of matter 2; whence its momentum is 24; q 2 x v 12 = m 24; and tiie velocity of D is 6, and its quantity of matter 1 ; whence 5! x v6 = wi6; therefore the whole momentum is 30. After the stroke, the velocity of the whole is 10, and the quantity of matter 3 ; whence q 3 X v 10 = in 30. No. 7. Prop. XXI. Case 3. Let C fall from 6 inches, and D from 12, in opposite directions, the quantity of matter in C being 2, and its velocity 6 ; and the quantity of matter in D being 20 OF*MECHAN1CS. BOOK II. 1, and its velocity 12, their momenta will be equal, and being opposite, will destroy each other. C q 2 X v 6 = in 12 ; D q 1 X v 12 = ro 12. No. 8. Case 4. Let C fall from 3 inches, and D from 12, in opposite directions : Before the stroke, the momentum of C is 6; qZxv 3 = m 6, and the momentum of D is 12; ql x v 12 = m 12 ; whence the difference of their momenta is 0. After the stroke, the velocity is 2, and quantity of matter 3 ; whence the momentum is G ; q 3 x v 2 = m6. PROP. XXII. When one elastic body strikes upon another of the same kind, the one loses, and the other gains, twice as much momentum, as if the bodies had been void of elasticity. For, since (by Def. III.) perfectly elastic bodies, on percussion, restore themselves with a force equal to that with which they are compressed, whatever momentum is gained by one bodj, or lost by the other, on percussion, from the law of re-action, the same must be gained, or lost, from the power of elasticity. COR. I. Hence the momentum of elastic bftdies after percussion may be found, by doubling the momentum which would have remained, had the bodies been non-elastic. 2. If one of the bodies, considered as non-elastic, would lose more than half its momentum, as elastic, it loses more than all, that is, acquires a negative momentum in a contrary direction. EXP. The following experiments may be made with ivory balls suspended from strings ; they correspond with the preceding experiments on non-elastic bodies. Let A and B be equal balls ; and let C be a ball double of the ball D. No. 1. A, falling from 18 inches on B at rest, has 18 degrees of momentum before the stroke ; therefore, after the stroke, supposing the balls non-elastic, the same momentum belonging to the two equal balls together, each has 9 degrees of momentum, and A has lost and B gained 9. This being doubled, A, as elastic, will lose 18, and B will gain 18 degrees of momentum : whence A will be at rest, and B will move with 18 degrees of momentum. No. 2. A, falling from 18 inches, and B from 9 in the same direction ; as non-elastic, after the stroke, each has 13^ momentum, or A has lost 4|, and B gained 4|. As elastic, after the stroke, A loses 9, B gains 9 ; therefore A rises to 9 inches, B to 18. No. 3. A and B, falling in opposite directions from 12 inches, as non-elastic, would lose all their momentum ; as elastic, each loses 24 degrees of momentum ; that is, gains 12 in the contrary direction. No. 4. A, falling from 12 inches, and B in the opposite direction from 6, as non-elastic, the. momentum of each, after the stroke, will be in the direction of A ; whence A loses 9, and B loses 9, moving 3 degrees in the contrary direction. As elastic, A loses 18, or has 6 in the contrary direction, and B loses 18, or gains 12 in the contrary direction. No. 5. C, double of D, falling from 12 inches on D at rest, the momentum of C, before the stroke, being 24, and of D nothing ; as non-elastic, C, after the stroke, having its momentum 16, and moving with the velocity 8, will have lost 4 degrees of velocity, and 8 of momentum : and D will have gained 8 of each. As elastic, therefore, C will lose 8 degrees of velocity, or (Prop. XI.) 16 of momentum, and D will gain 16 of each ; that is, C will move with 4 degree* of velocity, and D with 16 CHAP. IV. OF ELASTIC BODIES. 21 No. 6. C, falling from 12 inches, and D from 6 in the same direction, before the stroke, the velocity of C is 12, and its momentum 24 ; and the momentum of D 6. After the stroke, as non-elastic, the momentum of C is 20, because q 2 x v 10 = m 20 ; and the momentum of D is 10, because q 1 X v 10 = m, 10 ; therefore C has lost 4 degrees of momentum, or 2 degrees of velocity, and D gained 4 of each. If, therefore, the gain or loss be doubled on account of the elasticity of C and D, C will lose 8 degrees of momentum, or 4 of velocity, ar.d 13 will gain 8 of each; that is, C will move with 8 degrees of velocity, and D with 14. No. 7. C, falling from 6 inches, and D from 12, in opposite directions, their momenta being equal, would destroy each other without elasticity: Therefore, being elastic, each will acquire the momentum of 12 in opposite directions ; that is, D will return to 12, and C to 6. No. 8. C, falling from 3 inches, and D from 12 in opposite directions; since the momentum of C, before the stroke, is 6, and of D 12, as non-elastic bodies they would, after the stroke, move in the direction of D, with the velocity of 2 ; whence C would move in the direction contrary to its first motion with 4 degrees of momentum, and lose 10 ; and D would lose 10 : Therefore, being elastic, C will lose 20 degrees of momentum, and also D 20 ; whence C will move in the contrary direction with 14 degrees of momentum ; that is, will return to 7 ; and D will return to 8. COR. 1. If the sum of two conspiring momenta, or the difference of two contrary momenta, be divided by the sum of the quantities of matter in both the moving bodies, the quotient will give the common velocity after the stroke. SCHOL. Let A and B be two spherical bodies, moving with their centres in the same line: and let their velocities be a and b. The momentum of A, before the stroke is Act, and that of B is B6 ; their sum or their difference, is Aa + B6, or Aa B6. Therefore (by Prop. XX. and XXI.) the momentum, after the stroke, is expressed by Aa db B6, and, their common velocity by AaB6 . AAartABfr Hence the momentum of A, after jthe stroke, is - - ; and that of B is ~~ A + B Next, suppole the bodies perfectly elastic. Subtract the momentum of A considered as uon- clastic, after the* stroke, , from its momentum, before the stroke, Aa; and the remainder, T- - will express the momentum in that case lost by A, and gained by B. A -p -D Subtract this remainder, T~T~R ' ^ rom ^ e momentum of A, as non-elastic, after the stroke, AAoAB& ,-, r ABoiBBJi - -- - ; and add the same remainder to the momentum of B, after the stroke, -- : A -}- li A -}- B AAa 2 AB6 ABa ... the difference, - - - ^ - , will express the momentum of A, after the stroke, and A -|- JtS 2ABo BB6=F AB6 the sum - - - ^- - will express the momentum or B, after the stroke, supposing . .. . Aa2B& Ba , them perfectly elastic. And - - -- jr - , and - ^ - , will express their respec- ^ive velocities. S3 OF MECHANICS. BOOK II. COR. 2. If there be any number of elastic, equal, and spherical bodies, whose centres are placed in the same line, and the first body strikes upon the second in the direction of that line, all the bodies will be at rest except the last, which will move oft' with the velocity of the first. EXP. Several equal ivory balls, being so suspended as to have their centres in a right line, if the first be let fall upon the second, the last will fly oft', to the height from which the first fell. COR. 3. When the striking ball is less than the quiescent, there will be an increase of momentum. EXP. Let the ball 1) fall from 12 inches upon C, double of D, at rest. If they were non- elastic, they would proceed together, and their velocity, being the same, C, after [the stroke, would have double the momentum of D; that is, C would have 8 degrees, and D 4; whence D would have communicated more than half its momentum to C. The effect being doubled by the elasticity of the bodies, U communicates to C 16 degrees of momentum, and loses as much itself, or returns with 4 degrees of momentum in the contrary direction : while C moves for- wards with 4 degrees more momentum than D had at the first. Thus the whole sum of momentum is increased from 12 to 20 degrees ; but as much as the momentum is increased in the direction in which D first moved, so much is given to D in the contrary direction. In this manner may momentum be continually increased by a series of bodies. COR. 4. If a non-elastic body strikes upon an immoveable obstacle, it will lose all its motion ; an elastic body will return with a force equal to the stroke. EXP. Let a leaden ball, and an ivory ball, strike upon any fixed plane. CHAP. V. Of Motion, as produced by the Attraction of Gravitation. SECT. I. Of the Laws of Gravitation in Bodies falling without Obstruction. PROP. XXIII. The motion of a body, falling freely by the attraction of gravitation, is uniformly accelerated, or its velocity increases equally in equal times. A new impression being made upon the falling body, at every instant, by the continued action of the attraction of gravity, and the effect of the former (by Prop. I.) still remaining, the velocity must continually increase. Suppose a single impulse of gravitation, in one instant, to give it one degree of velocity ; if, after this, the force of gravitation were entirely suspended, the body would continue to move with that degree of velocity, without being accelerated or re- tarded. But, because the attraction of gravitation contiaues, it produces as great a velocity in CHAP V. OF FALLING BODIES. 33 the second instant as in the first; which being added to the first, makes the velocity in the second instant double of what it was in the first. In like manner, in the third instant, it will be tripled ; quadrupled in the fourth ; and in every instant, one degree of velocity will be added to that which the body had before ; that is, the motion will be uniformly accelerated.* COH. The velocities of falling bodies are as the times in which they are acquired. PROP. XXIV. The force of the attraction of gravitation acting upon any body is as its quantity of matter. For each particle of matter in any body being acted upon by gravitation, the greater number of particles are contained in any body, the greater force must be exerted upon it ; that is. the force increases as the quantity of matter increases. EXP. Let two unequal balls, suspended by threads of the same length, be let fall at the same time from points equally distant from the lowest points of the arcs in which they move : The vibrations of each will be performed in equal times, and consequently their velocities will be equal ; whence the momenta (Prop. XI.) will be as the quantities of matter ; but (by Prop. XIII.) the force producing motion, is as the quantity of motion, or momentum, produced : Therefore the force of gravitation is as the quantity of matter ; that is, as much greater force is exerted upon the larger body than upon the less, as its quantity of matter is greater than that of the less. COR. 1. The weight of any body is as its quantity of matter; for weight is the degree of force with which any body is acted upon by gravitation. COR. 2. If the attraction of gravitation were increased in any ratio, the weight of a given body would be increased in the same ratio. Substituting, therefore, W, Q, F, for the weight, quantity of matter, and force of gravity, respectively, and supposing them to be variable ; W will be as Q x F. PROP. XXV. The velocities of bodies falling from the same height, without resistance, are equal. If two bodies of different quantities of matter fall from the same height, the attracting force which acts upon the greater body, will (Prop. XXIV.) exceed that which acts upon the less, as much as the greater body exceeds the less in quantity of matter; whence they must move with equal velocities. EXP. A guinea, and a feather, or other light body, in the exhausted receiver of an air-pump will fall through the same space in the same time. PROP. XXVI. The spaces described by falling bodies are as the squares of the times from the beginning of the fall, and also as the squares * All bodies descending- in vacn*jfer gravity, whether great or small, dense or rare, are found to fall through 16.1 feet in one second, and to SKquire a velocity in falling which would carry them uniformly through 32.2 feet in the next second, and an increase of velocity, equal to this, is found to be added to every succeed- ing second of time. 84 OF MECHANICS. BOOK II. of the last acquired velocities ; or in the ratio compounded of the times and velocities. Plate. 1. j n t) )c triangle ABC, let AB express the time in which a body is falling, and BC the velocity which it has acquired at the end of the fall ; let AF, AD, be parts of the time AB ; and through F, D, draw FG, DE, parallel to BC. Because the triangles ABC, ADE, are similar, AB is to AD as BC to DE; but AB and AD, express times of descent, and BC expresses the velocity acquired in the time AB ; therefore, since (Prop. XXIII. Cor.) the velocities are as the times, DE expresses the velocity acquired in the time AD. In like manner GF, a'ay other right line parallel to BC, expresses the velocity acquired in the time AF. Therefore the sum of the lines which maybe supposed drawn parallel to CB in the triangle ADE ; that is, the whole triangie ADE, will represent the sum of the several velocities with which the falling body moves in the time AD. For the same reason, the triangle ABC will represent the sum of the velocities with which the falling body moves in the time AB. Since therefore it is manifest, that the space which a body passes through in any moment of time is as the velocity with which it moves at that moment ; and consequently, that the spaces through which it passes in any times whatsoever, are as the sums of the velocities with which it moves in the several moments of those times; the spaces passed through in the times AD, AB, are to each other.as the triangles ADE, ABC. But the triangle ADE (El. VI. 19.) is to the triangle ABC in the duplicate ratio of the homologous sides AD, AB, and also of DE,BC; that is, the spaces are as the squares of the times, and also as the squares of the last acquired velocities ; consequently the spaces described are in the compound ratio of the times and the velocities. EXP. Let there- be two pendulums, one of which vibrates twice as fast as the other, a ball let fall from such a height above the ball of the shorter pendulum as to reach it in one vibration } must fall from four times this height, to reach the longer pendulum in one of its vibrations. COR. 1. Hence, if the forces are variable, the spaces described are as the forces and squares of the times ; or as the squares of the velocities directly, and forces inversely. For by the Prop, (calling S, V and T, the space, velocity and time) S is as T x V and (by Prop. A. p. 13.) V is as F X T.-. S is as F x T 2 ; also, S is as ^- ; for T is as ^ .-. S is as Y X ^ or as 1! r r . r r COB. 2. The times in which bodies fall from unequal heights, and their last acquired velocities, are as the square roots, or in the subduplicate ratio of their heights. Since TT is as S, T will be as >/S ; and since VV is as S, V will be as >/ COR. 3. If the time of the fall of a body be divided into equal parts, the spaces through which it falls in each of these parts, taken separately, will be as the odd numbers 1, 3, 5, &c. The spaces being as the squares of the times or velocities, if the times be as the numbers 1, 2, 5, 4, the spaces will be as 1, 4, 9, 16; whence, in the first time the space will be as 1, in the second time, the space passed over will be as S, in the third, as 5, &c. SCHOI/. Since S is as T 2 , and as in the first second of time a body freely descending by the force of gravity falls through 16.1 feet, we easily find the space described in any given number of seconds; for S = 16.1 x T 2 . Thus in 5" a body will fall through 402 feet; for 16.1 x 25 = 402. Again, the spaces fallen through in the 1st, 2d, 3d, seconds, are 16.1; 16.1 x 3 ; 16.1 x S respectively. CHAP. V. OF FALLING BODIES. So PROP. XXVII. The space which a body passes over in any given time from the beginning of the fall, is half that which it would pass over in the same time, moving with the last acquired velocity. For the triangle ABC (by Prop. XXVI.) expresses the space passed over in the time AB S!* te , J' when the motion is uniformly accelerated ; the last acquired velocity is expressed by BC ; and the rectangle of AB, BC, rightly expresses the space passed through in the time AB with the equable velocity BC ; since therefore the triangle ABC is half of the rectangle AB, BC, the preposition is manifest. PROP. XXVIII. The motion of a body thrown upwards is uniformly retarded by gravitation : the time of its rise will be equal to that in which a body falling freely acquires the same degree of velocity with which it is thrown up ; and the height to which it rises will be as the square of the time, or first velocity. The same force which accelerates a falling body, acting in an opposite direction upon one thrown upwards, must retard it: and, since the action of gravitation is uniform, in whatever time it generates any velocity in a falling body, it must in the same time destroy the same velocity in a rising body : through whatever space the falling body must pass to acquire any velocity, the rising body must pass through the same to lose it ; whatever ratio the spaces bear to the velocities and times in one case, must take place in the other: the effect of gravitation in rising bodies being in all respects the reverse of its effect upon falling bodies. SCHOL. As the force of gravity near the surface of the earth is constant, and known by experiment, and as the spaces described by falling bodies vary as the squares of the times, (T 2 ) or as the squares of the velocities (V 2 ); hence every thing relating to the descent of bodies, when accelerated by the force of gravity ; and to their ascent, when they are retarded by that force, may be deduced from the foregoing propositions. (I.) When a body falls by the force of gravity, the velocity acquired in any time, as T", is such as would carry it uniformly over 2 F T in 1" ; where F = 16.1 feet. EXAM. The velocity acquired by a falling body in 6" = 32.2 x 6, or such as would carry it uniformly through 193 feet in 1". V 2 (2.) The space fallen through to acquire the velocity V is . For S : F : : V* : 2F|* or EXAM. If a body fall from rest till it acquire a velocity of 20 feet per second, the space sot* fallen through is - ' = 6.2 feet. S\. I i V* From these three expressions, V =2FT ; S = and S = FT 3 (Cor. 1. Prop. XXVI.) any one of the quantities S, T, V, being given, the other two may be found. 4 26 OF MECHANICS. BOOK II. EXAM. 1. To find the time in which a body will fall 400 feet ; and the velocity acquired. Since S = FT* v T = | = -1^2 = 5" nearly, and V being equal 2 FT = 32.2 x 5" = ^ F ^ 16. 1 161 feet = velocity acquired. EXAM. 2. If a body be projected perpendicularly downwards, with a velocity of 20 feet pet- second, to find the space desci%ed in 4". The space described in 4'' by the first velocity is 4 x 20, and the space fallen through by the action of gravity is 16.1 x 4 2 , therefore the whole space described is 337.6 feet. EXAM. 3. To what height will a body rise in 3", which is projected perpendicularly upwards with a velocity of 100 feet per second ? The space described in 3" by the first velocity is 300 feet, and the space through which the body would fall by gravity in 3" is 16.1 x 3 2 = 144.9 feet, therefore the height required is 300 144.9 = 155.1 feet. SECT. II. Of the Laws of Gravitation in Bodies falling down inclined Planes. DBF. IV. An inclined plane is a plane which makes an acute or obtuse angle with the plane of the horizon. PROP. XXIX. The motion of a body, descending down an inclined plane is uniformly accelerated. In every part of the same plane, the accelerating force has the same ratio to the force of gravitation acting freely in a perpendicular direction, and is therefore (El. V. 9.) equally exerted in every instant of the descent; whence, (as was shewn concerning bodies falling freely, Prop. XXIII ) the motion must be uniformly accelerated. COR. Hence, whatever has been demonstrated concerning the perpendicular descent of bo- dies, is equally applicable to their descent down inclined planes, the motion in both cases being uniformly accelerated by the same power of gravitation. PROP. XXX. The force, with which a body descends by the attrac- tion of gravitation down an inclined plane, is to that with which it would descend freely, as the elevation of the plane to its length ; or as the sine of the angle of inclination to radius. Plate 1. ' je * ^ ke *' ie ' en gth f an inclined plane, and AC its elevation, or perpendicular height. If Fig. 11. the force of gravitation with which any body descends perpendicularly be expressed by AC, and this force be resolved into two forces, AD. DC, by drawing CD perpendicular to AB ; because the force CD is destroyed by the reaction of the plane, the body descends down the inclined plane only with the force AD. And (El. VI. 8. Cor.) AD is to AC, as AC is to AB ; that is, the force of gravitation down the inclined plane is to the same force acting freely, as the CHAP. V. OF INCLINED PLANES. elevation of the plane is to its length, or as the sine of the angle of inclination ABC is to the radius AB. COR. 1. Hence, the force necessary to sustain a body, on an inclined plane, is to the absolute weight of a body, as the elevation of the plane to its length, for the force requisite to sustain a body must be equal to that with which it endeavours to descend ; which has been shewn to be to that with which it would descend freely, as the elevation of the plane to its length. COR. 2. If H be the height of an inclined plane, L its length, and the force of gravity be represented by unity ; the accelerating force on the inclined plane is represented by =-. For by the Prop, the accelerating force is to the force of gravity (1) as IT is to L .-. the accelerating H force = -T-. TT COR. 3. Hence -j- varies as the sine of the angle of inclination. COR. 4. If a body fall down an inclined plane, the velocity V generated in T" is such as TT would carry it uniformly over ^ x 2 F Tfeet in 1", where, as before, F is equal 16.1. TT For (by Prop. A. p. 13.) the velocity varies as the force and time, (i. e.) as j- X T, and the |T velocity generated by the force of gravity in one second is 2 F, therefore V = -p x 2 F T. Ex. If L : H : : 2 : 1, a body falling down the plane will, at the end of 4", acquire a velocity of | x S2.2 x 4 = 64.4 feet per second. COR. 5. The space fallen through in T" from a state of rest, is ^ x FT, for (Prop. XXVI.) the spaces described vary as the squares of the times. Ex. 1. If H = , the space through which a body falls in 5" is x 16.1 X 25 = 201-J feet. Ex. 2. To find the time in which a body will descend 40 feet down this plane. Since , therefore T- 40 x 2 X lt>. = 2.2 seconds. COR. 6. The space through which a body must fall, from a state of rest, to acquire a velocity T "Y'S V" 2 V, is =y x . For (Cor. 1. Prop. XXVI.) S is as , therefore thespace through which the body H 4F V falls by the force of gravity, is to the space through which it falls down the. plane, as the square of the velocity directly, and as the force inversely in the former case, is to the same in the latter ; and if F (16.1) be the space fallen through by gravity, 2 F is the velocity acquired in 1"; L L V* hence F : S : : : jj X V* and s = JJ x 4F* Ex. 1. If L = 2 H, and a body fall from a state of rest till it had acquired a velocity of 40 40 2 feet per second, the space described is X -j-j == 50 feet nearly. S8 OF MECHANICS. BOOK II. Ex. 2. If a body fall 40 feet from a state of rest down this plane, to find the velocity rr * acquired. V 2 = 4FS X 7- = 64.4 X 40 X i = 1288, and V = 35.8 feet per second. lj PROP. XXXI. The space described in auy given time by a body descending down an inclined plane, is to the space through which it would fall perpendicularly in the same time, as the elevation of the plane to its length. Plate i. Let AC represent the force with which a body would fall perpendicularly ; CD being drawn from C perpendicular to AB ; AD, as was shewn (Prop. XXX.) will represent the force with which the body descends down the inclined plane AB. And, since the spaces through which bodies fall in any given time must be as 'the forces which move them, the space through which the body will fall down the inclined plane AB, is to that through which it will fall perpendicu- larly in the same time, as the force AD, to the force AC. But AD is to AC (El. VI. 8. Cor ) as AC the elevation to AB the length of the plane ; therefore the space through which the body will fall in a given time down the inclined plane AB, will be to the space through which it would fall perpendicularly in the same time, as the elevation of the plane to Its length. COR. I. A body would fall down the inclined plane from A to D, in the same time in which it would fall perpendicularly from A to C. For, the spaces passed through in any given time are as AC to AB, that is, (El. VI. 8. Cor.) as AD to AC ; consequently, if AC is the space passed through in any given time by the body falling freely, AD will be the space passed through in the same time, down the inclined plane AB. COR. 2. Having the space through which a body falls in a perpendicular direction, we can easily find the space which a body will describe in the same time, on planes differently inclined, by letting fall perpendiculars, as CD on those planes respectively. PROP. XXXII. The velocity, acquired in any given time by a body descending down an inclined plane, is to the velocity acquired in the same time by a body falling freely, as the elevation of the plane to the length. In an uniformly accelerated motion, the velocities produced in equal times are as the forces which produce them ; but (by Prop. XXX.) the force with which a body descends down an inclined plane, is to that of its perpendicular descent, as the height of the plane to its length j therefore the velocities produced in equal times are in the same ratio. PROP. XXXIII. The time, in which a body moves down an inclined plane, is to that in which it would fall perpendicularly from the same height, as the length of the plane to its elevation. Plate 1. The square of time in which AB is passed over, is to the square of the time in which AD is Fig. 11. passe( i over (compare Prop. -XX VI. with Prop. XXIX. Cor.) as AB to AD ; that is, since AB, AC, AD (El. VI. 8. Cor.) are continued proportionals, as the square of AB to the square of AC. Therefore the times themselves are as the lines AB, AC ; that is, as the length of the plane to its elevation. CHAP. V. OF INCLINED PLANES. S9 COR. Hence, if several inclined planes have equal altitudes, the times in which those planes ^| at e * are described by bodies falling down them, are as the lengths of the planes. For the time of '^ the descent down AC is to the time of the fall down AB, as AC to AB ; and the time of the fall down AB is to the time of the descent down AG, as AB to AG ; therefore (El. V. 11.) the time of the descent from A to C is to the time of descent from A to G, as AC to AG ; that is, the times are as the lengths of the planes. PROP. XXXIV. A body acquires the same velocity in falling down an inclined plane, which it would acquire by falling freely through the perpen- dicular elevation of the plane. The square of the velocity which a body acquires by falling to D, is (by Prop. XXVI. com- Plate 1. pared with Prop. XXIX. Cor.) to the square of the velocity it acquires by falling to B, as the Flg< 1] space AD is to the space AB, that is (El. VI. 8. Cor.) as the square of AD is to the square of AC ; and consequently the velocity at D is to the velocity at B, as AD is to AC. But, because AD and AC (Prop. XXXI. Cor.) are passed over in the same time, the velocity acquired at D is (by Prop. XXXII.) to that which is acquired at C, as AD to AC. Since then the velocity at D has the same ratio to the velocities at B, and at C, namely, the ratio of AD to AC, the velocities at B and C (El. V. 9.) are equal. COB. 1. Hence the velocities acquired by bodies falling down planes differently inclined are Plate I. equal, where the heights of the planes are equal. The velocities acquired in falling from A to Fl - 12- C, and from A to G, are each equal to the velocity acquired in falling from A; to B, and therefore equal to one another. COK. 2. Hence if bodies descend upon inclined planes, whose heights are different, the velocities will be as the square roots of. their heights. For (Fig. 8 and 9) the velocity in D is equal to that in A, and the velocity in D is equal to that in G. Therefore the velocity in D (Fig. 8.) is to that in D (Fig. 9.) as \/~AB is to \S~VO (by Cor. Prop. XXVI.) PROP. XXXV. A body falls perpendicularly through the diameter, and obliquely through any chord of a circle, in the same time. In the circle ADB, let AB be a diameter, and AD any chord ; draw BC a tangent to the P i &te i circle at B ; produce AD to C, and join DB. Because ADB (El. HI. 31.) is a right angle, a Fig. 12. body (by Prop. XXXI. Cor.) will fall from A to D on the inclined plane in the same time in which it will fall from A to B perpendicularly. In like manner let the chord AE be produced to G ; and because AEB is a right angle, a body will fall from A to E in the inclined plane in the same time in which it would fall from' A to B. COR. 1. Hence all the chords of a circle are described in equal times. COR. 2. Hence also the velocities, and accelerating forces, will be as the lengths of the chords. PROP. XXXVI. If a body descends along several contiguous planes, the velocity which it acquires by the whole descent, provided it lost no motion in going from one to another, is the same which it would acquire if it fell 30 OF MECHANICS. BOOK II. from the same perpendicular height along one continued plane ; and this velocity will be the same with that which would be acquired by the perpen- dicular fall from the elevation of the planes. p ate * Let AB, BC, CD, be several contiguous planes ; through the points A and D, draw HE, DP, "'* parallel to the horizon, and produce the contiguous planes CB, CD, to G and E. By Prop. XXXIV. Cor. the same velocity is acquired at the point B, whether the body descends from A to B, or from G to B. Therefore, the line BC being the same in both cases, the velocity acquired at C must be the same, whether the body descends through AB, BC, or along GC. In like manner, it will have the same velocity at D, whether it falls through AB, BC, CD, or along ED ; that is, (by Prop. XXXIV.) its velocity will be equal to the velocity acquired by the perpendicular fall from H to D. COR. Hence, if a body descends along any arc of a circle, or any other curve, the velocity acquired at the end of the descent is equal to the velocity acquired by falling down the perpen- dicular height of the arc ; for such a curve may be considered as consisting of indefinitely small right lines, representing contiguous inclined planes. SCHOL. The velocity of a body, passing from one inclined plane to another, is diminished in the ratio of radius, to the cosine of the angle between the directions of the planes. Let BC, or But (Fig. 20.) represent the velocity acquired at B, and resolve BC into Bn and Cn, by letting fall the perpendicular Cn; mn will be the velocity lost, therefore the Telocity at B is to the velocity diminished by passing from AB to BD as BC to Bre, or as radius to the cosine of the angle between the directions of the planes. PROP. XXXVII. If two bodies fall down two or more planes equally inclined, and proportional, the times of falling down these planes will be as the square roots of their lengths. Plate 1. Let the inclined planes be AB, BC, DE, EF ; let AG, DH, be lines drawn parallel to the Fig. 14. horizon ; let AB, DE, be equally inclined to the plane of the horizon, and also BC, EF ; let AB be to DE as AG to DH and as BC to EF, and draw GB, HE. Because ABG, DEH, are similar triangles, AB is to DE (El. VI. 4.) as P,G to EH, and v/AB to v/DE as v/BG to v/EH; also AB is to DE as BG + BC is to HE + EF, and v/AB to v/DE as VBG+BC, or ,/GC is to \/ HE + EF, or And since (by construction) AB is to DE as BC to EF, AB is to DE as AB -f BC is to DE + EF, and ,/AB to x/DE, as \/AB + BC to VDE~+EF~. But AB, DE, being planes equally inclined, the accelerating force of gravitation will be the same upon each, and the bodies descending upon them may be considered as falling down different parts of the same plane. Hence, (Prop. XXVI. Cor. 2. and XXIX. Cor.) the time of descent along AB is to that along DE, as v/AB to v/DE ; and the time of descent along GC is to that along HF, as v/GC to v/HF ; that is, as v/AB to v/DE. Again the time of descent along GB is to that along HE as v/BG to v/EH ; that is, as v/AB to motion C, let CM and CN be perpendicular to those directions in M and N ; suppose CM to be less than CN, and from the centre C, at the distance CN, describe the circle NHD, meeting KA in D. Let the power A be represented by DA, and let it be resolved into the power DG acting in the direction CD, and the power DF perpendicular to CD, by completing the parallelogram AFDG. The power DG, acting in the direction CD from the centre of the circle, or wheel, DHN towards its circumference, has no cft'ect in turning it round the centre, from D towards H, and tends only to csrry it oft' from that centre. It is the part DF only that endeavours to move the wheel from D towards H and N, and is wholly employed in this effort. The power B may be conceived to be applied at N as well as at L, and to be wholly employed in endeavouring to turn the wheel the contiary way, from N towards H and I). If, therefore, the power B be equal to that part of A which is represented by DF, these efforts, being equal and opposite, must destroy each ether's effect ; that is, when the power B is to the power A, as DF to DA, o:-, (because of'tfie similarity of the triangles AFD, DMC) as CM to CD, or as CM to CN, then the powers must be in equilihno; and those powers will sustain eacli other, which are inversely as the distances of their directions from the centre of motion. SCIIOL. It is evident, that in the first kind of lever, either the weight may exceed the power or the power may exceed the weight ; but in the second kind, the weight must exceed the power, and in the third, the power must exceed the weight. The second is adapted to produce a slow motion by a swift one; and the third serves to produce a swift motion of the weight, by a slow motion of the power. See Fig. 1C, IS, and 14. To the/rsi kind of lever may be reduced several sorts of instruments ; such as the steelyard, whose arms are unequal ; the false balance, whose arms are imperceptibly unequal ; the common balance, whose accuracy depends on its possessing the following properties; (!) The arms must be equal in length and weight. (2.) The centre of motion must be a little above, and OF MECHANICS. BOOK II. Plate 3. Fig. 2. directly over the centre of gravity. (3.) The points from which the scales are suspended should be in a right line, passing through the centre of gravity of the beam. And (4.) the friction ot the beam on the centre of motion should be as little as possible. Scissars, pincers, snuffers, &c. are formed of two levers, the fulcrum of which is the pin which rivets them. To the second kind of lever may be reduced oars and rudders of ships ; cutting knives fixed at one end ; doors moving on hinges, &c. To the third kind, we may refer the action of the muscles of animals, laddes fixed at one end, and raised against a wall by a man's arms, &c. sv ' -j CtKt^ ^ DBF. XI. The wheel and &acxs^is a wheel turning round together its -axis ; the power is applied to the circumference of the wheel, and the weight to that of the by means of cords. PROP. LIII. An equilibrium is produced in the wheel and^Htis? when the weight is to the power, as the diameter of the wheel to the diameter of ilie -axis* Let AB be the diameter of the wheel, DE that of the axis, W the weight, and P the power, suspended from the points D and 13. When the wheel has performed one revolution, the power P has drawn off as much cord from the wheel as is equal to its circumference, and has therefore moved through a space equal to that circumference. In the same time the weight W is raised through a space equal to the circumference of the axis, upon which the cord, by which the weight is suspended, is once turned round. Therefore the velocity of the power > exceeds the velocity of the weight as much as the circumference, that is, the diameter of the wheel exceeds that of the axis. If then the weight exceeds the power as much as the velocity of the power exceeds that of the weight, that is, as much the diameter, or semi-diameter of the wheel, AB, or CB, exceeds the diameter, or semidiameter of the axis, DE, or CE, the momenta will be equal, and the power and weight will balance each other. Or thus ; The axis and wheel is a lever of the first kind ; in which the centre of motion is in C, the centre of the axis ; the weight W, sustained by the rope DW, is applied at the distance DC, the radius of the axis ; and the power P, acting in the direction PB perpendicular to CB, the radius of the wheel, is applied at the distance of that radius ; therefore, Prop. LII. there is an equilibrium, when the power is to the weight, as the radius of the roller to the radius of the wheel. COR. 1. Hence it is evident, that by increasing the diameter of the wheel, or diminishing that of the axis, a less power may sustain a given weight. COR. 2. The thickness of the rope to which the weight is suspended, ought not to be neglected. SCHOL. To the wheel and axle we may refer the capstan, mills, cranes, &c. A drawing and description of a safe and truly excellent crane, invented by Mr. James White, may be seen in the 10th volume of the Transactions of the Society for encouraging Arts and Sciences, in London. CHAP. VI. OF THE MECHANICAL POWERS. 4? DEF. XII. The pulley is a small wheel, moveable about its axis, by means of a cord, which passes over it. PROP. LIV. When the axis of the pulley is fixed, the pulley only changes the direction of the power; if moveable pullies are used, an equi- librium is produced, where the power is to the weight as one to the uurnber of ropes applied to them. If each moveable pulley has its own rope, each pulley will double the power. If the pulley ED bo fixed upon the beam A, the power and weight, in equilibrio, will be pi a t e 3. equal. But, if one end of the rope be fixed in B, and the other supported by the power P, it F )S- 3. is evident, that in order to raise the weight W one foot, the power must rise two ; for both the ropes BC and CP, will he shortened a foot each ; whence the space run over by the power will be double of that of the weight ; if therefore the power is to the weight as 1 to -2, their momenta will be equal. For the same reason, if there be four ropes passing from the upper to the lower pullies, the velocity of the power will be quadruple to that of the weight, or as 4 to 1, &c. In all cases, therefore, when the power is to the weight, as 1 to the number of ropes passing from the upper to the lower pullies, there will be an equilibrium. Or thus ; Every moveable pulley hangs by two ropes equally stretched, which must bear Fig. 5. equal parts of the weight ; and therefore when one and the same rope goes round several fixed and moveable pullies, since all its parts on each side of the pullies are equally stretched, the whole weight must be divided equally amongst all the ropes by which the moveable pullies hang 1 . Consequently, if the power which acts on one rope be equal to the weight divided by that number of ropes, the power must sustain the weight. If each moveable pulley has its own cord, the first, as appears from what has been said, Fig. 6. doubles the velocity of the power ; and therefore if the power be half of the weight, the momenta will be equal, and the balance will be produced. In like manner, the second pulley caus.es the weight to move with half the velocity with which it would move, if suspended from the first moveable pulley, that is, makes the velocity of the power quadruple of that of the weight ; and so of the rest. If in the solid block B, grooves be cut, whose radii are 1,3, 5, 7, &c. and in the block A Plate 12. other jjrooves be cut, whose radii are 2, 4, 6, 8, &c. and a string be fastened to A and passed tl S- * round these grooves, the grooves will answer the purpose of so many distinct pullies, and every point i;i each, moving with the velocity of the string in contact with it, the whole friction will be removed to the two centres of motion in the blocks A and B, which is a great advantage over the common pullies. This pulley was invented by Mr. James White. PROP. LV. In the inclined plane the power and weight balance each other, when the power is to the weight, as the sine of the inclination of the plane is to the sine of the angle, which the line of the direction of the power makes with the perpendicular to the plane. Let a weight be supported on the inclined plane CA by a power acting in any -given direc- Plate 3- fion PD. Let the whole force, whereby the weight would descend perpendicularly, be rep- Fj S 7 48 OF MECHANICS. BOOK II. resented by BP ; and resolving PB into two forces, one of which, BD, is perpendicular to the plane CA, and the other, PD, is in the direction of the power ; the force BD is destroyed by the reaction of the plane, and the force PD will be sustained by an equal power, acting in the direction PD. Therefore, when there is an equilibrium, the power is to the weight, as PD to PB ; that is, as the sine of the angle PBD, or (El. VI. 8.) its equal CAB, to the sine of the angle PJ)B. When PD is in the direction of the plane, tins ratio becomes that of CD to CB, or of the . height of the plane CB, to CA its length. When the direction of the power PD is parallel to the base of the plane, the ratio of the power to the weight becomes that of ED to EB ; or (El. VI. 8. Cor.) of CB, the height of the plane, to BA the base. When the direction of the power coincides with the perpendicular BD, the ratio of the power to the weight becomes that of the sine of a finite angle, to the sine of an angle indefinitely diminished. From which it appears, that no finite power is sufficient to support a weight upon an inclined plane, if that power acts in a direction perpendicular to the plane. DBF. XIII. The screw is a cylinder, which has either a prominent part, or a hollow line, passing round it in a spiral form, so inserted in one of the opposite kind, that it may be raised or depressed at pleasure, with the weight upon its upper, or suspended beneath its lower, surface. PROP. LVI. In the screw the equilibrium will be produced, when the power is to the weight, as the distance between two contiguous threads, in a direction parallel to the axis of the screw, to the circumference of the circle described by the power in one revolution. Plate 3. While the screw is made to perform one revolution, the weight W may be considered, F 'ff- 8. as raised up an inclined plane cq, whose height cp is the interval between two contiguous spirals, whose basely is the periphery of the cylinder, and whose length ccj is the spiral liive, hy a power acting parallel to the base of the plane ; for such an inclined plane, involved about a cylinder, will form the spiral line of the screw. A power at p, acting parallel to the base, is in cquilibrio with the weight W to be raised, when the power is to the weight, as the height of the inclined plane, to the base ; or, in this case as pc, the interval between the spirals, to the circumference described by p ; but a power applied at P, which is to that applied at p, as the circumference described by p, to the circumference described by P, has the same effect ; there- fore there is an equilibrium, when the power applied at P is to the weight to be raised, as^c, the interval between two contiguous spirals, to the circumference described by the power P. DBF. XIV. The wedge is composed of two inclined planes, whose bases are joined. PROP. LXIl. When the resisting forces, and the power which acts on the wedge, are in equilibrio. the weight will be to the power, as the height of the wedge, to a hue, drawn from the middle of the base to one CHAP. VI. OF THE MECHANICAL POWERS. 49 side, and parallel to the direction in which the resisting force acts on that side. Let the equilateral triangle ABC represent a wedge, whose base, or back, is AC, whose Plate 3. sides are the lines AB and CB, and whose height is the line BP, which bisects the vertical angle F 'S- 9l ABC, and also the base perpendicularly in P. Let E and F represent two bodies, or two resisting forces acting on the sides of the wedge perpendicularly, and whose lines of direction EP and FP meet at the middle point of the base, on which the power P acts perpendicularly, then will EP and FP (Kl. I. 5, and 26) be equal. Let the parallelogram ENFP be completed ; its diagonals PN and EF will bisect each other perpendicularly in H. Now when these forces (which act perpendicularly on the sides and base of the wedge) are in equilibrio, they will be to each other (Prop. XIV.) as the sides and diagonal of this parallelogram ; that is, the sum of the resisting forces will be to the power of P, as the sides EP and FP to the diagonal PN, or as one side EP to half the diagonal F.I; that is (from the similarity of the right-angled triangles BEP, EHP) as BP, the height of the wedge, to EP the Hue which is drawn from the middle of the base to the side AB, and is the direction in which the resisting force acts on that side. From the demonstration of this case, in which the resisting forces act perpendicularly on the sides of the wedge, it appears that the resistance is to the power which sustains it, as one side of the wedge AB is to the half of its breadth AP ; because AB is to AP, (El. VI. 8.) as BP is to EP. It appears also from hence, that if PN be made to denote the force with which the power P acts on the wedge, the lines PE and PF, which are perpendicular to the sides, will denote the force with which the power P protrudes the resisting bodies in directions perpendicular to the sides of the wedge. Let us now suppose, in the second case, that the resisting bodies E and F act upon the wedge in directions parallel to the lines DP and OP, which are equally inclined to its sides, and meet in the point P. Draw the lines EG and FK perpendicular to DP and OP; then making PN denote the force with which the power P acts 011 the wedge, PE and PF will denote the forces with which it protrudes the resisting bodies in directions perpendicular to the sides of tiie wedge, as was observed before ; now each of these forces may be resolved into two, denoted respectively by the lines PG and GE, PK and KF, of which GE and KF will be lost, as they act in directions perpendicular to those of the resisting bodies; and PG and PK. will denote the forces by which the power P opposes the resisting bodies, by protruding them in directions contrary to those in which they act on the wedge ; therefore, when the resisting forces are in equilibrio with the power P, the former must be to the latter, as the sum of the lines PG and PK, is to PN, or as PG is to PH. But (El. VI. 4. 1 ) PG is to PE, as PE to PD ; and PH is to PE, as PE to PB; whence (El. VI. 16.) both the rectangle PG x PD and the rectangle PH X PB, are equal to the square of PE ; these rectangles are therefore equal to one another ; whence their sides (El. VI. 14 ) are reciprocally proportional ; that is, PG is to PH, as PB to PD. Whence it follows from what was shewn above, that, in equilibrio, the resisting forces are to the power, as PB to PD ; that is, as the height of the wedge to the line drawn from the middle of the base to one side of the wedge, and parallel to the direction in which the resisting force acts on that side. From what has been demonstrated, we may deduce the proportion of the po'ver to the resistance it is able to sustain in all the cases in which the wedge is applied. First, when in 7 50 OF MECHANICS. BOOK II. cleaving timber the wedge fills the cleft, then the resistance of the timber acts perpendicular! v on the sides of the wedge, therefore in this case, when the power which drives the wedge, is to the cohesive force of the timber, as half the base, to one side of the wedge, the power and resistance will be in equilibrio. Secondly ; When the wedge does not exactly fill the cleft, which generally happens because the wood splits to some distance before the wedge ; let ELF represent a cleft into which the wedge ABC is partly driven ; as the resisting force of the timber must act on the wedge in directions perpendicular to the sides of the cleft, draw the line PI) in a direction perpendicular to EL, the side of the cleft, and meeting the side of the wedge in D ; then the power driving the wedge and the resistance of the timber, when they balance, will be to each other as the line PD to PB, the height of the wedge.* Thirdly; When a wedge is employed to separate two bodies that lie together on a hori- zontal plane, for instance, two blocks of stone ; as these bodies must recede from each other in horizontal directions, their resistance must act on the wedge in lines parallel to its base CA ; therefore the power which drives the wedge, will balance the resistance when they are to each other as PA, half the breadth of the wedge, to PB its height. SCHOL. 1. Since in all the mechanical powers, an equilibrium is produced, when the power is to the weight as the velocity of the weight is to the velocity of the power, in all compound machines there will be an equilibrium, when the sum of the powers are to the weight, as the velocity of the weight is to the sum of the velocities of the powers. SCHOL. 2. In the theory of mechanical powers, we suppose all planes and bodies perfectly smooth ; levers to have no weight: cords to be perfectly pliable, and the parts of machines to have no friction. (See Schol. S ) Allowances, however, must be made for the difference between theory and practice. Mr. Ferguson observes, that there are but few compound machines, but what, on account of friction, will require a third part more to work them, when loaded, than what is sufficient to constitute an equilibrium between the weight and the power. Fills' Exp. 1. Let A, B, C, be a compound lever, consisting of three levers, in the first of which, A, the velocity of the weight is to that of the power, as 1 to 5; in the second, B, as 1 to 4 ; in the third, C, as 1 to 6. The velocity of the weight will be to that of the power, as 1 to 5X4x6 = 120; and if the power be to the weight, as 1 to 120, they will balance each other. Fig. 16. 2. Let GC and LF be the levers fixed to the supporters RA, SE, and let their shorter arms be kept in equilibrio with the longer respectively by the weights fixed at G and L. Let NH be a bar screwed to the fixed parts to keep them steady. If the power C be ten times farther from A the prop, than the weight P, they will be in equilibrio when the power C is to the weight P, as 1 to 10. In like manner, the distance ME being ten times DE, if the power M be J^ of the weight C suspended from D, they will be in equilibrio ; whence M, 1, will balance P, 100. 3. Exhibit models or draughts of different compound machines, as mills, cranes, the pile- driver, &c. * In estimating' the lateral cohesion of woody fibres when separated by a wedge, the pressure on only one tide of the wedge should be reckoned, so that on Mi account the cohesion should be estimated at only half what it is in the text; but on anot/ter account, not mentioned in the text, it should be reckoned much more, for the sides of the cleft are actually levers, in which the pressure of the wedge is the power, the point where the cohesion is just giving way is the place of weight, while the fulcrum is at some distance further from the wedge, more or less, according to the rigidity or flexibility of the timber j so that notwithstanding the cohesive force is erroneously doubled in the text, it is probably much underrated. CHAV. VII. OF PROJECTILES. 31 SOHOL. 3. The inequality of the surface on which any body moves occasions an attrition, called friction, which prevents the accurate agreement of many experiments in mechanics, with theory- On this subject the very accurate experiments of Mr. Vince should be consulted, the object of which was, to determine, ( i .) Whether friction be an uniformly retarding force, (a.) The quantity of friction. (5.) Whether friction varies in proportion to the pressure or weight. And (4.) whether the friction be the same, on whichever of its surfaces a body moves. After a great variety of experiments made with the utmost care and attention, Mr. Vince deduces the following conclusions, which may be considered as established facts. 1. That friction is an uniformly retarding force in hard bodies, not subject to alteration by the velocity ; except when the body is covered with woollen cloth, &c. and in that case the friction increases a little with the velocity. 2. Friction increases in a less ratio than the weight of the body, being different in different bodies. It is not yet sufficiently known for any one body, what proportion the increase of friction bears to the increase of weight. 3. The smallest surface has the least friction ; the weight being the same. But the ratio of the friction to the surface is not accurately known. See a full account of these experiments, Vol. LXXV, Phil. Trans. SCHOL. 4. Wheel carriages are used, to avoid friction as much as possible. A wheel turns round upon its axis, because the several points of its circumference are retarded in succession by attrition, whilst the opposite points move freely. Large wheels meet with less resistance than smaller from external obstacles, and from the friction of the axle, and are more easily drawn, having their axles level with the horses. But in uneven roads, small wheels are used, that in ascents the action of the horse may be nearly parallel with the plane of ascent, and therefore may have the greatest ett'ect ; small wheels are also more conveniently turned. The greater part of the load should be laid on the hinder part of a wheel carnage. CHAP. VII. Of Motion as produced by the united Forces of PKOJECTION and GRAVITATION. SECT. I. Of Projectiles. PROP. LVIII. Bodies thrown horizontally or obliquely, have a cur- vilinear motion, and the path which they describe is a parabola ; the air's resistance not being considered. If a body be thrown in the direction AF, and acted upon by the projectile force alone, it will continue to move on uniformly in the riht line AF, and would describe equal parts of the line AF in equal times, as AC, CD, DE, &c. But if, in any indefinitely small portion of time, in which the body would by the projectile force move from A to_C, it weuld, by the force of gravity, 52 OF MECHANICS. BOOK II. have fallen from A to G; by the composition of these forces (Prop. XVI.) it will, at the end of that time, be found in H, the opposite angle of the parallelogram ACGH. [n two such portions of time, whilst it would have moved from A to D by the projectile force, it would (Prop. XXVI.) by gravitation fall through four times AG, that is, AM; and therefore, these forces being com- bined, it will be found at the end of that time in I, the opposite angle of the parallelogram DM. In like manner, at the end of the third portion of time, it would by the projectile force be carried through three equal divisions to E, and by the force of gravitation over nine times AG to N and consequently, by both these forces acting jointly, it will be carried to K, the opposite angle of the parallelogram EN. Therefore the lines CH, JJI, EK ; that is, AG, AM, AN, which are to each other as the numbers 1, 4, 9, are as the squares of the lines AC, AD, AE ; that is, GH, MI, NK, which are as 1,2, 3. And because the action of gravitation is continual, the body in passing from A to H, &c. is perpetually drawn out of the right line in which it would move if the force of gravitation were suspended, and therefore moves in a curve. And II, I and K are any points in this curve in which lines let fall from points equally distant from A in the line AB meet the curve. Therefore the body moves in a parabola, the property of which is (Simp- son's Conic Sections, Bonk I. Prop. XII. Cor.) that the abscissae AG, AM, AN, are to each other as the squares of the ordinates Gil, MI, NK. REMARK. Very dense bodies moving with small velocities describe the parabolick track so nearly, that any diviation is scarcely discoverable; but with very considerable velocities the resistance of the air will cause the body projected to describe a path altogether different from a parabola, which will not appear surprising when it is known that the resistance of the air to a cannon ball of two pounds weight, with the velocity of 20UO feet per second is more than equivalent to 60 times the weight of the ball. See Button's Diet. Art. Resistance. PROP. LIX. The path which a body thrown perpendicularly upward describes in rising and falling is a parabola. A stone lying upon the surface of the earth, partaking of the motion of the earth (here supposed) round its axis, this motion which it has with the earth will not be destroyed by throw- ing it in a direction perpendicular to the surface of the earth. After the projection, therefore, the stone will be moved by two forces, one horizontal, the other perpendicular, and will rise in a direction which may be shewn, as in the last proposition, to be the parabolick curve ; in which it will continue till it reaches the highest point, fiom whence it might be shewn, as in the last proposition, that it will descend through the other side of the parabola. PROP. LX. The velocity with which a body ought to be projected to make it describe a given parabola, is such as it would acquire by falling through a space equal to the fourth part of the parameter belonging to that point of the parabola from which it is intended to be projected. Plate 3. The velocity of the projectile at the point A (by Prop. LVIII.) is such as would carry it fig- 10 > from A to E, in the same time in which it would descend by its gravity from A to N. And the velocity acquired in falling from A to N (by Prop. XXVII.) is such as in the same time by an uniform motion would carry the body through a space double of AN. Therefore the velocity which is acquired by the body in falling to N is to that with which the body is projected at A, CHAP. VII. OF PROJECTILES. 63 and uniformly carried forward to E, as twice AN is to AE. But since, from the nature of the AE* parabola, (Simpson's Conic Sections, Book I. Prop. XIII.) ^ is equal to the parameter of the , point A, one fourth part of this parameter will be expressed by 4 ' . I . And because the velo- cities acquired by falling bodies are (by Prop. XXVI. Cor. 1.) as the square roots of the spaces they fall through, the velocity acquired by a body in falling through AN is to the velocity 1 A V% acquired in falling through * ' ' or one fourth part of the parameter of A, as the square root of AN to the square root of ^Arr 5 that is, as ^/AN to ^- -, or AN to AE, or twice AN A.N \/ AiN to AE. Therefore the velocity acquired by a body in falling from A to N has the same ratio to thfe velocity with which the body is projected or the line AE described, and to the velocity acquired by a body in falling through a fourth part of the parameter belonging to the point A ; consequently (El. V. 11.) these velocities are equal. COR. Hence may be determined the direction in which a projectile from a given point, with late a given velocity, must be thrown to strike an object in a given situation. Let A be the place from which the body is to be thrown, and K the situation of the object. Raise AB perpendicular to the plane of the horizon, and equal to four times the height from which a body must Jail to acquire the given velocity. Bisect AB in G ; through G draw HG perpendicular to AB ; at the point A raise AC perpendicular to AK, and meeting HG in C ; on C as a centre with the radius CA describe the circle ABD ; and through K draw the right line KEI perpendicular to the plane, of the horizon, and cutting the circle ABD in the points E and I. AE, or Al, will be the direction required. For, drawing Bl, BE, since AK is a tangent to the circle, and BA, IK, are parallel to each other, the angie ABE (El. III. 32.) is equal to the angle EAK ; and the alternate angles BAE, AEK, are equal ; therefore the triangles ABE, AEK, are similar j and AB is to AE, as AE to AF 2 EK. Therefore AB x EK = AE S ; and AB = ^ . In like manner, the triangles BAT, JoiK. AI* KAI, being similar, BA is equal to yrp-. Since, then, AB is equal to four times the height from llv AE 2 AI* which a body must fall to acquire the velocity with which it is to be thrown ; -^ (or - its E/H. iK. equa') is the same. Consequently (by this Prop.) the point K will be in the parabola which the body will descrioe, w!\ich is thrown with the given velocity in the direction AE, or AI, and the body will strike au object placed at K. SCHOL. If the velocity with which a projectile is thrown be required, it may be determined from experiments in the following manner. By the help of a pendulum or any other exact chronometer, let the time of the perpendicular flight be taken ; then, since the times of the ascent and descent are equal, the time of the descent must be equal to one half of the time of the iiijjht, consequently, that time will he known ; and, since a heavy body descends from a state of rest at ti^e rite of 16.1 feet in the first second of time, and that the spaces through which bodies descend are as tlie squares of the times ; if we say, as oue second is to 16.1 feet. M OF MECHANICS. BOOK II. so is the square of the number of seconds which express the time of the descent of the projectile, to a fourth proportional, we shall have the number of feet through which the projectile fell, which being doubled, will give us the number of feet which the projectile would describe in the same time with that of the fall, supposing it moved with an uniform velocity, equal to that which it acquired by the end of the fall ; which last found number of feet, being divided by the number of seconds which express the time of the projectile's descent, will give a quotient, expressing the number of feet, through which (lie projectile would move in one second of time with a velocity equal to that which it acquired in its descent, which velocity is equal to the velocity with which the projectile was thrown up ; consequently, this velocity is discovered. PROP. LXI. The squares of the velocities of a projectile in different points of its parabola, are as the parameters belonging to those points. For (by the last Prop.) the velocities in the several points of the parabola, are equal to the velocities acquired in falling through the fourth parts of the parameters of the points. Therefore the squares of these velocities being (by Prop. XXVI.) as the spaces described, the squares of the velocities in the several points of the parabola are as the fourth parts of the parameters of those points; but the whole parameters are as their fourth parts; therefore the squares of the velocities at the several points of the parabola are as the parameters of those points. COR. Hence, setting aside any difference which may arise from the resistance of the air, a projectile will strike a mark as forcibly at the end as at the beginning of its course, if the two points be equally distant from the principal vertex ; for, the parameters belonging to these points being equal, the velocities in these points must also be equal. PROP. LXII. When a body is thrown obliquely with a given velocity, if the space through which it must have fallen perpendicularly to acquire that velocity is made the diameter of a circle, the height to which the body will rise is equal to the versed sine of double the angle of elevation. Plate 3. Let a body be thrown in the direction BE, with the same velocity which any body would Fig. 12. acquire by falling perpendicularly through AB ; if AB is made the diameter of a circle, the greatest height to which the body will rise will be BD. Let 1L be a right lii.e drawn in the plane of the horizon, touching the circle in B, and making with the line BE, which is the direction in which the body is thrown, the angle 1BE, or angle of elevation. Because IL touches the circle, and EB drawn in the circle meets it in the point of contact, (El. III. 32.) the angle EBI is equal to the angle EAB. And ECB is double of EAB, (El. HI. 20.) therefore ECB is double of EBI, the angle of elevation. And BD is the versed sine of ECB ; that is, of double the angle of elevation. Let BE represent the velocity with which the body is thrown. Then since this velocity is, by supposition, such as might be acquired by falling down AB, if the body was thrown perpen- dicularly upward with the same velocity BE, it would rise to the height BA. Let the oblique motion BE be resolved into two others, one in the direction BD perpendicular to the horizon, and the other in the direction DE parallel to it; then the ascending velocity will be to the horizontal velocity, as BD to DE. and to the whole velocity, as BD to BE. But the part of the CHAP. VII. OF PROJECTILES. 65 velocitv BD is the only part winch is employed in raising the body, since the other part DE is parallel to the plane of the horizon. Now, the height of a body ascending perpendicularly with the whole velocity BE, will be to the height when it ascends with the part BD (compare Prop. XXVI. and Prop. XXVIII.) as the square of BE to the square of BD. But because (El. VI. 8.) the triangle EDB is similar to the triangle AEB, BD is to EB ; as KB is to BA; and BD, BE, BA, being continued proportionals, BD is to BA, as the square of BD is to the square of BE. And the perpendicular heights to which the velocities BE and BD will make the body ascend have been shewn to be as the square of BE to the square of BD ; the heights are therefore as BA to BD. Since therefore the first velocity BE would make the body ascend tl.ro.igh BA, the other velocity BD, which is the part of the whole velocity which acts to make the body thrown in the direction BE to ascend, will carry it to the height BD, which is the versed sine of double the angle of elevation. The same might be shewn in any other direction of the body, as BF, or BG. DBF. XV. The Random of a projectile is the horizontal distance to which a heavy body is thrown. PROP. LXIII. When a body is thrown obliquely with a given velocitv, if the space through which it must have fallen perpendicularly to acquire that velocity is made the diameter of a circle, the random will be equal to four times the sine of-double the angle of elevation. If EBI be the angle of elevation, and ECB double that angle, DE will be the sine of double plate 3. the angle of elevation. Let a body be thrown from the point B in the direction BE, with the f 'S- ** velocity which it would acquire in falling through AB ; the random, or horizontal distance at which the body will fall, is equal to four times DE. For, since (as in the last Prop.) the velocity BE being resolved in BD, DE, the ascending velocity is BD, and the horizontal DE, if these two velocities were to continue uniform, the spaces described in equal times (Prop. V.) would be as the velocities, and in the same time in which the body by the ascending velocity would rise through BD, by the horizontal velocity it would be carried forward through DE. Of these velocities, the horizontal one DE is uniform, because the force of gravity can neither accelerate nor retard a motion in this direction ; but the ascending velocity is uniformly retarded ; and therefore the body (compare Prop. XXIII. and XXVIH.) will be twice as long in ascending to its greatest height BD, as it would have been if the first ascending velocity had continued uniform ; but on this supposition, the body would have been carried through BD and DE in the same time ; therefore in double the time, that is, in the time of ascent through BD with an uniforoily retarded velocity, it would be carried for- ward through twice DE ; consequently, in the times of descent and ascent together it would move forward through four times DE. Therefore a body thrown from B in the direction BE with such a velocity as might be acquired by falling down AB, the diameter of a circle, will fall at the distance of four times the sine of double the angle of elevation. PROP. LXIV. The random of a projectile will be the greatest possible, with a given velocity, when the angle of elevation is an angle of forty-five degrees. 36 OF MECHANICS. BOOK II. Tlie velocity being given, the height from whence the body must have fallen to acquire that velocity, or (Prop. XXXV.) the diameter of the circle AB, is a given quantity. And in a given circle the greatest sine is the radius or sine of a right angle; therefore four times the radius is greater than four times any other sine; and consequently, the random which is equal to four times the radius, (which by Prop. LXII will be the case when the double angle of elevation is a right one, or the angle of elevation forty -five degrees) will be the greatest possi- ble randum. ESP. This proposition, and the two following, may be illustrated by water spouting from a pipe. PROP. LXV. The random of a projectile, whose velocity is given, will be the same at two different elevations, if the one be as much above forty-five degrees as the other is below it. Plate 3. If EBI be an angle of SO degrees, and OBI an angle of 60 degrees, because EBI falls Fig. 12. short of half a right angle as much as GBI exceeds it, the double of EBI will fall short of a right angle as much as the double of GBI will exceed it ; therefore, from the definition of a sine, these doubles will have the same sine. Consequently, four times their sines, that is, (by Prop. LXIII.) their randoms will be equal. PROP. LXVI. The greatest random of a projectile, whose velocity is given, is double the height to which it would rise if it were thrown per- pendicularly with the same velocity. Plate 3 ^ a kdy be projected in the direction BF, at an angle of forty-five degrees, and its Fig-. 12. velocity be equal to that which a body would acquire in falling down AB (*>y Prop.- LXIV.) the random will be the greatest possible, and will be equal to four limes CF, or twice BA. But the body cast perpendicularly upwards with the same velocity would (by Prop. XXVIII.) rise to the height BA. Therefore the greatest random, with a given velocity, is double the height to which the body, thrown perpendicularly with the same velocity, would rise. PROP. LXVII. The randoms of projectiles, whose elevations are given, are as the squares of their velocities. Pl:.te 3. If a body be thrown in any direction BE, its random (Prop. LXIII.) will he equal to Fig. 12. f nur times DE, or tour times the sine of double the angle of elevation, in a circle whose diameter AH is the height from which the body must fall to acquire the velocity with which it is projected. And because, in the triangle EDO the angle at D being a right angle is always invariable, and that (he angle ECI), which is double of EAD, that is. (",l. Ill 32.) of the given angle of elevation EBI, is given, the triangle ECD in every variation of AB, is always equiangular and similar to itself, and ED is always as EC ; but EC being a radius, is as AB: therefore El), the sine of twice the given angle of elevation, is as A B, the diameter. Con- sequently four times the sine ED. that is, the random, is as AB. But the height AB. from which a body must fall to acquire any velocity, is (by Prop. XXVI.) as the square of that velocity. Therefore the random is as the square of the velocity- CHAP. VII. OF CENTRAL FORCES. 57 SECT. II. Of Central Forces. PROP. LXVIII. A body which is constantly drawn or impelled toward any point, may be made to describe, round that point as a centre, a curve returning into itself. Let T be the centre of the earth, and GDEI its surface. Let a body be projected in any Plate 3. direction GH, which does not pass within the surface of the earth. The projectile force, Fl ' 14- together with the-force of gravity, will make it describe a curve, which, as the projectile force is increased, will recede farther from the perpendicular GE, as GB, GC, GD. It is manifest that the projectile force may be increased, till the body shall pass beyond the surface CDKE, and move in the path GML, GN V, .or some larger curve. First; Suppose the projectile force to be such, that the body will _be 'carried in the semi- circle GN, it will continue in the curve of that circle till it returns to G. For, when a body moves in the circumference of a circle (as in fig. 15.) the projectile force, acting in a line which is a tangent to the circle, as GB, acts (El. III. 18 ) in a direction which is perpendicular to the Plate 3. direction BA, in which it is impelled toward the centre. And since if the force which Fl f> 15 - impels the body towards the centre ceased to act in any point, as C the body would move forward in the right line CF, the projectile force in every point of the circumference, acts in a direction perpendicular to the force of gravitation ; consequently, these two forces remaining the same, and acting always in the same direction with respect to each other, the velocity of the body must remain the same ; whence, at the point M, it will have the same power to recede Fl J>- 14< from the centre as at G ; and, retaining this power through every remaining part of its course, it will proceed in the circumference, till it arrive at G, and will continue to revolve in the circle. . .. Next; Let the body be projected from G with a force less than that which is required to carry it round in the circumference of the circle GNV ; and let the curve in whichV.it moves be an ellipse, having the earth in its remoter focus. Because the force of projection, as the body proceeds in the first half of its orbit, acts in the direction of a tangent to the curve, whilst the force of gravitation acts in the direction of a right line from the body to the centre of the earth, the directions of these two forces make an acute angle with one another, and consequently, through this part of the course of the body, the force.of gravitation conspiring with the force of projection, the velocity of the body must be increased, and at the same time it must be continually drawn downward toward the earth. At the point in which the forces act in directions perpendicular to each other, the force of gravitation does not conspire with that of projection to bring the body toward the earth ; and afterward, in the latter half of its course, the directions of the forces making an obtuse angle with each other, the force of gravitation is opposed by that of projection in the same degree in which the former was before aided by the latter ; and therefore the body in passing toward G will fly oft' from the earth or rise, as much as it before approached to the earth or descended, and thus will return to the point G with the same velocity with which it set out at first, having lost as much velocity by receding from the earth in the latter part of its course, as it had gained by falling toward the earth in the former part. 8 58 OF MECHANICS. BOOK II. Lastly ; Let the body be projected from G with a force which is greater than sufficient to carry it round in the circle GNV ; and let it perform its revolutions in an elliptic curve, whose greater axis is greater than the diameter of the circle GNV, setting out from G, and having the earth in the nearer focus ; the effect will be the same as in the last case, except that the projectile force will oppose the force of gravitation in the first half of the revolution, and conspire witli it in the latter. EXP. Let a ball revolve round the central point of a whirling table. Concerning the construction and use of this machine, see Ferguson's Lectures, Lect. II. PROP. LXIX. A body revolving in an orbit, endeavours in every point of its course to fly off from the centre in a right line, which is a tangent to the orbit. Plate 3. Let BCD L be a circle in which a body is revolving; when it is arrived at the point B, 'f>' "* let the force which impels it toward the centre be withdrawn, and the body (by Prop. I ) would fly off from the point 8 in the direction BG; in like manner at C, it would fly off in the right line CF; at D, in DH ; and at L, in LK. The same is manifestly true in an elliptical orbit. Now the same force with which it would fly off, if no other cause prevented it, must make it endeavour to My off in the same manner in every point of the orbit. EXP. Whilst a ball is revolving on a whirling table, if the cord which retains it be suddenly cut, the ball will fly off in a right line, which will be a tangent to the orbit in which it moved. COR. A body revolving about a centre endeavours to recede from that centre ; for every point of the tangent in which it endeavours to move out of the circle, is farther from the centre, than the point in which the tangent meets the curve. DEF. XVI. The force which impels a body toward the centre, when it revolves in an orbit, is called the centripetal force ; that by which it endeavours to recede from the centre, is called the centrifugal force ; and these two forces are called jointly, central forces, SCHOL. The projectile and centrifugal forces differ from each other, as the whole from the part. The projectile force is that with which a body would move forward in a tangent to its orbit, if there were no centripetal force to prevent it ; the centrifugal force is that part of the projectile force which carries the body off from the centre while it is describing the tangent. 1'late 3. Thus, if the body revolved in the orbit BD, the projectile force is that -which would make it describe the tangent BA, if the centripetal force were to cease acting. But in the mean time, the whole force BA does not carry the body off from the centre C ; when it is arrived at A, it is farther from the centre than it was at B, only by the length AN, and it is that part of the projectile force which, when the whole is resolved into two forces, may be considered as acting in this line AN, which carries the body off from the centre, and is called the centrifugal force. CHAP. VII. OF CENTRAL FORCES. 59 PROP. LXX. When bodies revolve in a circular orbit about a centre the centripetal and centrifugal forces are equal. If a body revolve in the circle BD, in the time in which it describes the arc BN, it will have Plate 3. been impelled toward the centre through the space AN; for, by the projectile force alone it Fl - 1<5> would have been carried from B to A. The line AN is then the space described by means of the centripetal force, and this force is proportional to AN. But if, when the body was at B, no centripetal force had acted upon it, instead of describing the arc B\, it would have moved along the tangent B A, and the line NA weuld have been the space through which it would have departed from the centre ; therefore the centrifugal force is proportional to NA. Both these forces being then proportional to the same line NA, they are equal to one another. LEMMA I. Quantities and the ratios of quantities, which, in any finite time, tend continually to equality, and, before the end of that time, approach nearer to each ottier than by any given difference, become ultimately equal. If you deny it, let them be ultimately unequal ; and let their ultimate difference be D. Therefore they cannot approach nearer to equality than by that given difference D ; which is contrary to the supposition. If a straight and a curve line, continually diminishing, perpetually approach toward equality, and at the end of any finite time would vanish together, at the instant in which they are vanishing they are equal. LEM. II. If in any figure AacE, terminated by the right lines Aa, Plate 3. AE, and the curve ocE, there are inscribed any number of parallelograms ' s ' Aft, Be, Cd, Sfc. contained under equal bases AB, BC, CD, &fc. and the sides, ~Bb, Cc, Dd, &c. parallel to Aa the side of the figure ; and the parallelograms alibi, blicm, cMrfn, 8fc. are completed ; then, if the breadth of these paral- lelograms be diminished, and their number augmented continually, the ultimate ratios, which the inscribed figure AK&LcMrfD, ths circumscribed figure \albmcndolZ, and the curvilinear figure A.abcdE, have to each other, are ratios of equality. For the difference of the inscribed and circumscribed figure is the sum of the parallelograms Kl, Lm, M, Do, that is, (because of the equality of all their bases) the rectangle under one of their bases Kb, and the sum of their altitudes Aa , that is, the rectangle AEJn. But this rectangle, because its breadth AB is diminished indefinitely, becomes less than any given rectan- gle. Therefore (by Lem. I.) the inscribed and circumscribed, and much more the intermediate curvilinear figure become ultimately equal. LEM. III. Tlie same ultimate ratios are also ratios of equality, when plates. the breadths AB, BC, CD, "c. of the parallelograms are unequal, and are Fi s- 18 - all diminshed indefinitely. 60 OF MECHANICS. BOOK II. For, let AF be equal to the greatest breadth; and let the parallelogram VAaf be completed. This will be greater than the difference of the inscribed and circumscribed figures ; but, because its breadth AF is diminished indefinitely, it will become less than any given rectangle. COR. Hence the ultimate sum of the evanescent parallelograms coincides in every part "with the curvilinear figure. Much more does the rectilinear figure, which is comprehended under the chords of the evanescent arcs aft, be, cd, &c. ultimately coincide with the curvilinear figure. As also the circumscribed rectilinear figure, which is comprehended under the tangents of the same arcs. And therefore, these ultimate figures (as to their perimeter ocK) are not rectilinear, but curvilinear limits of rectilinear figures. PROP. LXXI. The plane of an orbit in which a body revolves passes through the line of projection, and through the centre toward which the centripetal force is directed. Jj? ate 9 4 ' -ket ABCF be the orbit in which the body revolves ; S the centre, or point toward which the centripetal force is directed ; and AV the line of projection ; the plane of the orbrt will pass through AV and S ; or the orbit lies in the same plane, with the lines AV, By Lem. IV ) the Ai> arc AD is ultimately equal to the chord AD ; therefore the nascent or evanescent subtense BD is equal to the square of the arc AD divided by the diameter AC. PROP. LXXIV. The centripetal forces of bodies, revolving in different circular orbits about the same centre toward which they tend, are as the squares of the arcs described in the same time, divided by the radii of the circles. Plate 3. In the circular orbits END, RLE, let bodies revolve about the centre C, toward which they Fig. 16. tend. Let them in the same time describe the indefinitely small arcs BG, RL. Then because the projectile forces would carry them in the same time through the tangents BK, RH, and the spaces through which, at the points G and L, they have been drawn from the tangents toward the centie by the centripetal force, are FG, HL; the centripetal forces mud be as FG and HL. And (by Lem. VI.) the evanescent, or nascent, subtense FG is equal to the square of the arc BG divided by BD, and the evanescent, or nascent, subtense HL is equal to the square of the arc RL divided by RE. Therefore the subtense FG is to the subtense HL as the square of the arc BG divided by BD or its half BC, is to the square of the arc RL, divided by RE, or its half RC. Therefore the centripetal forces, when the arcs are nascent, are in the same ratio ; that is, as the squares of the arcs divided by the radii. And this is true, whatever arcs BG and RL be taken, if they be described in the same time ; for the nascent arcs will be as the velocities : and any other arcs BND, RLE, described in any given time, will be also as the velocities ; therefore, the arcs BND, RLE, are as the nascent arcs BG, RL, and their squares are likewise proportional. But the centrifugal forces are as the squares of the nascent arcs, BG, RL, divided by the radii BC, RC ; therefore these forces are as the squares of any other arcs, BND, RLE, divided by the radii of their circles. PROP. LXXV. The centripetal forces of equal bodies revolving iu circular orbits, are as the squares of the velocities directly, and the radii of the orbits inversely. Because arcs described in the same time are as the velocities, and that the centripetal forces are (by Prop. LXXIV.) as the squares of the arcs described in the same time divided by the radii, these forces are also as the squares of the velocities divided by the radii, that is, as the squares of the velocities directly, and the radii of the otbits inversely. COR. Hence the centripetal foices of equal bodies, at equal distances from the centre, are as the squares of the number of revolutions in any given time ; for this number is as the velocity with which the body moves. CHAP. VII. OF CENTRAL FORCES. 65 PROP. LXXVI. The centripetal forces of equal bodies revolving in equal circular orbits are inversely as the squares of their periodical times. The circular orbits or spaces being equal, the times in which these are described, or the periodical times, are (!y Prop. V.) inversely as the velocities ; and therefore the squares of the periodical times are inversely as the squares of the velocities, or the squares of the velocities are inversely as the squares of the periodical times ; but (by Prop. LXXV.) the centripetal forces are as the squares of the velocities ; therefore these forces are inversely as the squares of the periodical times. PROP. LXXVII. The centripetal forces of equal bodies revolving in unequal circular orbits, if the periodical times are equal, are as the radii of the circles. Let one body revolve in the circular orbit END, and another, in the same time, in the Plate 3. circular orbit RLE. Because the periodical times are equal, each body in any given part of its '*>' periodical time will describe an equal number of degrees in its respective orbit, that is, will describe similar arcs. The arcs BN, RL, being similar, will be described in equal portions of the periodical time ; therefore (by Prop. LXXIV:) the centripetal forces will be as the squares BN* RL 2 of the similar arcs BN, RL, divided by the radii BC, RC ; that is, as -r 10-7^77 . But because isL> KVj similar arcs are to each other as the circumferences, or radii, of circles, BN is to RL as BC to "R \T 2 T? T 2 "R i~* 2 RC, and consequently, BN to RL* as BC 2 to RC 2 . Therefore ^ is to - as -: is to jiL< KC ISC RO* BN 3 RL S -T 7 ; that is, as BC to RC. But the centripetal forces (Prop. LXXIV.) are as -p to -77-7 ; K.C/ liO Jvl_/ therefore these forces are as BC to RC ; that is, as the radii of the orbits in which the bodies move. PROP. LXXVIII. The centripetal forces of equal bodies revolving in circular orbits, are as the radii of the orbits directly, and the squares of the periodical times inversely. If the periodical times are equal, and the radii unequal, the forces are (by Prop. LXXVII.) as the radii. If the radii are equal, and the periodical times unequal, the forces (by Prop. LXXVI ) are inversely as the squares of the periodical times. Therefore, if both the radii and periodical times are unequal, the forces will be in the compound ratio of both, or as the radii directly, and the squares of the periodical times inversely. PROP. LXXIX. When bodies revolve round the same centre, if the squares of their periodical times are as the cubes of their distances from the centre, the centripetal forces will be inversely as the squares of their dis- tances. 9 6ti OF MECHANICS. BOOK II. Let the distances of the two bodies be expressed by D, d; and the periodical times by P,p ; then, by the supposition, P 2 : p* : : D 3 : d 3 . By Prop. LXX.VI1I. the centripetal forces are as the distances directly, and the squares of the periodical times inversely ; that is, (taking C, c, for the centripetal forces) C : c : : -^ : 5 and by supposition P 2 : p* :: D 3 : d 3 ; therefore, substituting D 3 , d } , for P*,^ 1 , D d : D> : d~*' that is, C : c : : . : ; and, because where the dividend is given, the quotient is inversely as he divisor, is to -TJ inversely as D 3 to d*. Therefore C : c : : d* : D z ; that is, the centrip- etal forces are inversely as the squares of the distances. SCHOL. 1. Let C, c, express the central forces ; A, a, the arcs described ; V, v, the veloci- ties with which the bodies move ; P, p, the periodical times of their revolutions ; D, d, the radii or distance from the centre ; and N, n, the number of revolutions in a given time ; the pre- ceding Propositions may be thus expressed. The bodies being equal, A 2 o 3 >. LXXIV. C : c R r LXXV. c : c y_ s "1 D d COR. c : c N* : n*. 1 \ LXXVI. c : c P 2 : -=- or P 3 P 9 LXXVIL c : c D : d. LXXVIII. c : c 77* d * _.a P. LXXIX. If P* : p :: D 3 : d 3 , C : c : : : - or d : D a . SOHOL. 2. Since it was proved (Prop. LXX.) that the centripetal and centrifugal forces are, in circular orbits, equal to one another, the preceding Propositions, being demonstrated respect- ing the centripetal force, are also true of the centrifugal force ; and it may be asserted universal- ly, that the central' forces are in the ratios above expressed. These propositions may be confirmed by the following experiments, on the whirling tables. Exp. 1. Let two equal balls be placed at equal distances from the centre of motion on the whirling tables ; and let one table revolve twice whilst the other revolves once ; the ball on the table whose number of revolutions is, with respect to that of the other in the same time, as 2 to 1 (or the periodical times as 1 to 2) will raise 4 times the weight raised by the other ball ; that is. (according to Prop. LXXV. and Cor.) the radii being equal, C : c : : V* : v* : : N* : w* ; or (by Prop. LXXVJ.) :: p* : P*. 2. Let two equal balls be placed on tables whose number of revolutions in the same time areas 2to 1 ; let the ball on the table, whose number of the revolutions is 2, be placed at half the distance from the centre, at which the ball on the table, whose number of revolutions is 1, is CHAP. VII. OF CENTRAL FORCES. 67 placed ; whence their velocities will be equal. The ball at the distance 1, will raise double the weight raised by the ball at the distance 2; that is, according to Prop. LXXV. the velocities being equal, G : c : : d : D. 3. Let two equal balls revolve on tables whose periodical times are equal ; and let the distances of the balls from the centre be to each other as 2 to 1 ; the ball which is at the distance 2 will raise double the weight raised by the ball which is at the distance 1 : that is, according to Prop. LXXVII. C : c : : D : d. 4. Let equal balls be placed on tables whose periodical times are as 2 to 1 ; let the ball on the table whose periodical time is 2, be placed twice as far from the centre as the ball whose periodical time is 1 ; the ball whose distance is 2, and periodical time 2, will raise hall the weight raised by the ball whose distance is 1, and periodical time 1 ; that is, according to Prop. LXXVIII. C : c : : ^ : jL : . | : I. 5. Let the equal balls be so placed on different tables, that the distance of one from the centre may be to that of the other as 3 to Si ; let that ball which is at the least distance revolve twice in the same time in which the other ball revolves once ; the periodical time of the ball at the less distance, is to that of the ball at the greater, as 1 is to 2, and the square _of the periodical times will be as 1 to 4, and the cubes of the distances are 8, and 31.75 ; but 1 : 4 : : 8 : 32, therefore the squares of the periodical times being in this case nearly as the cubes of the distances, the weight raised by the ball whose distance is 2, will be to that raised by the ball whose distance is 3-J, as the square of 3J is to the square of 2; that is, nearly as 10 to 4, or 5 to 2. PROP. LXXX. The centrifugal forces of revolving bodies are as their quantities of matter. For the whole centrifugal force of any body is made up of the centrifugal forces of each particle of matter of which it consists ; and therefore the more numerous the particles of matter in any body are, the greater will be its centrifugal force. EXP. Let two glass tubes be half filled with water ; into one put some leaden shot, and into the other a few small round pieces of light wood; let the orifice of each tube be closed by a cork ; fasten the tubes to an inclined plane, and let the lower end of it rest upon the centre of a whirling table. On turning the table, the bodies will be carried by their centrifugal forces from the centre ; and the heavier bodies will recede farther from the centre than the lighter. See Ferguson's Lectures. COR. Hence, when the revolving bodies are not equal, the centrifugal forces are in the ratios laid down in the preceding propositions multiplied into their quantities of matter. Thus Q, 9, expressing the quantities of matter, and the other expressions remaining as in Prop. LXX1X. Schol. C : c :: Q : q QV* gv* ~D~ T C : c : : QN 2 : qn* ' If OF MECHANICS. BOOK II. C : c : : QD : qd QD qd C : c : : : . Q 9 Con. Hence the central forces will be equal, whenever the expressions proportional to them are equal ; thus, C = c if QD = qd. Any of the above proportions may be confirmed by experiment; for example ; EXP. 1. Let the two balls A, B, be as 2 to I ; let the distance of the ball A be to that of the ball B from the centre, as 2 to 1, and the periodical time of the ball A be twice that of the ball B ; their velocities will be equal ; therefore the centrifugal force of A will be to that of B, as Q (I U is to ^-, that is, as 1 to 1, or A and B will raise equal weights. 2, 3. Let the same balls revolve about a fixed point, and have their distances reciprocally proportional to their quantities of matter, their centrifugal forces (compare Prop. LXXV. and LXXX.) will be equal, and they will balance each other. This may be shewn by two balls suspended freely and united by a cord, having the point of the cord which is directly above the centre of the table at distances from the balls reciprocally as their weight ; or by two balls united by a wire, and resting in equilibrio on a forked support fixed in the centre of the tables, which will continue in equilibrio when the tables are turned. In like manner other cases may be confirmed by experiment. LEM. VII. If a body revolves freely in any orbit about an immoveable centre, and in an indefinitely small time describes any nascent arc; and the versed sine of the arc be drawn which may bisect the chord, and being produced may pass through the centre of force ; the centrifugal force, in the middle of this arc, will be as the versed sine directly, and the square of the time inversely. Plate 4. Let two bodies revolve round their centre offeree S, s; let QPM, qpm, be the nascent * arcs described in any times, T, t ; and let PB, pb, or QR, Aa, be the versed sines bisecting the chords, and when produced, passing through S >he centre of force. Supposing the arcs QPM APN, to be described in the same time with different forces, C, c; by Prop. LXXII. Cor 4. QR : Aa : : C : c. Hence, supposing the forces to be equal, QR is equal to Aa described in the same time ; and (!iy Lem. V.) QR or Aa : qr : : Ap z : qp 3 ; that is, since the motion in the arcs is uniform, Aa : qr : ; T 2 : I 2 . Therefore supposing both the times and forces diiTere;\t, and compounding these ratios, QR : qr : : C x T 2 : c x t 3 ; whence Plate. 4. Con. 1. If a body P, revolving about the centre S, describes a curve line APQ, and a right line ZPR touches that curve in any point P ; and, from any other point Q of the cut ve, Q!l is drawn parallel to the distance SP, meeting the tangent in R; and QT is drawn perpendicular to the distance SP ; the centripetal force will be reciprocally as the quantity CHAP. VII. OF CENTRAL FORCES. e SP 2 x QT 2 - , if this be taken of that magnitude which it ultimately acquires, supposing the points P and Q continually to approach to each other. For QR is equal to the versed sine of double the arc QP, in whose middle is P ; and double the triangle SQP, or SP x QT is proportional to the time, in which that double arc is described (by Prop. LXXII.) and therefore may be used for the exponent of the time. Whence C : c : : - - - : - -- ; that is, C is to c recip- fir X Q 1 $P" X * X qt* , . F SP* x QT rocally as - -^TH - : - - ; or the centrifugal forces are reciprocally as - -- . COR. 2. Hence, if any curvilinear figure APQ is given ; and therein a point S is also given, to which a centrifugal force is perpetually directed ; the law of centrifugal force may be found, by which the body P, continually drawn back from a rectilinear course, will be retained in the perimeter of that figure, and will describe the same by a perpetual revolution. That is, we are SP 2 x QT' to find the quantity -^-r- - , reciprocally proportional to this force. PROP. LXXXI. If equal bodies, revolving in ellipses, describe equal areas in equal times, their centripetal forces are to one another inversely as the squares of their distances from the^bcz of the ellipse toward which they tend. Let S be the focus ; let a body P, tending toward S, describe a part of the ellipse PQ ; Plate 4. join SP; draw QR to the tangent YZ. parallel to SP ; join PC, and produce it to G. Complete Flff> ** the parallelogram Q.#Pll, produce Q,r to v, Qu is ordinately applied to GP ; draw DK., a diameter parallel to YZ, and draw 1H from the other focus H to SP parallel to YZ; join HP, and draw QT perpendicular to SP, as also PF to DK. EP is equal to the greater semiaxis AC. For, because CS is equal to CH. ES is equal to El, (El. VI. 2.) whence EP is'half the sum of PS, PI ; that is, of PS, PH, for (Simson's Conic Sect. II. 11. Cor.) the angle 1PR is equal to HPZ; whence (El. I. 29.) the angle PIH is equal to PHI, and PI is equal to P1I ; and PS, PH, together, (Simson's Conic Sect. II. 1.) are equal to the whole axis 2AC. EP therefore is equal to AC. Putting L for the principal latus rectum of ihe ellipse, L, (by definition) is equal to - r-(fr AC T. AC : CB : : CB : -, whence -f- = L) And L x QR : L x Pv : : QR : Pv ; and QR = Px ; Ai-< and Vx : Pv : : PE : PC ; whence L X QR : L x Pv : : PE or AC : PC. And (El. VI. 1.) L x P : Gv x Pt> : : L . Gu ; and (Sims. II. 15.) Gi? x Pv : Qi- 2 : : PC 2 : DC 2 . And (Lem. IV) the points Q and P continually approaching, Qi; 2 is to Q.r 2 ultimately in the ratio of equality. And (since the triangles QTa-, EPF, are similar, for Q.rT = PEF, and QT.r to EFP) Q* 2 or Qt- 2 : QT 2 : : bP 2 or AC 2 : PF 2 . But because (Sims. II. 20. Compare Vince's Con. Sect. II. 10. Cor. 1.) parallelograms about conjugate diameters are equal to the rectangle under the axes, the rectangle PF, DC, is equal to the rectangle ACB, whence PF : AC : : CB : DC, and AC 3 : PF* : : CD 2 : CB 2 , wherefore Qc 2 : QT 2 : : CD 2 : CB. Compounding the following ratios, 70 OF MECHANICS. BOOK II. L X QR : L x Pv : : AC : PC, L X Pw : Gu x P : : L : Gt-, GvxPr :Qi> 2 ::PC 2 :CD 2 , Qu 2 :QT 2 ::CD 2 : CB 2 ; And, striking out the equal quantities, L x QR : QT* : : AC X L X PC : Gv X CB. Then substitute for AC x L its equal 2CB 2 , and L x QR : QT 2 : : 2BC S X PC : Gv x BC* orBC z x2PC:GuxBC 2 or 2PC : Gv. But the points Q and P continually approaching without end, 2PC and Gv are equal ; wherefore L x QR and QT 3 , proportional to these, are also equal. Multiply these equals into gp SP 2 x QT* -^r and L x SP 8 will become equal to 7^ . yiv IJK Therefore ^by Letn. VII. Cor. 1 and 2.) the centripetal force is reciprocally as L x SP a ; that is, since L is a given quantity, as SP 2 , or in a duplicate ratio of the distance SP. BOOK III. OF HYDROSTATICS AND PNEUMATIC'S; OR THE LAWS OF INCOMPRESSIBLE AND COMPRESSIBLE FLUIDS. PART I. OF HYDROSTATICS. CHAP. I. Of the Weight and Pressure of Fluids. DBF. I. A FLUID is a body, the parts of which yield to any force impressed upon them, and easily move out of their places. PROPOSITION I. The weight of fluids is as their quantities of matter. Since each particle of any fluid gravitates toward the earth, the greater is the number of particles, that is, the greater the quantity of matter in any mass of fluid, the greater will be the weight of that mass. EXP. 1. The different pressures of different columns of fluid in the same vessel at different depths, appear from the different quantities of fluid discharged, at different depths, in the same time, from orifices of the same bore. 2. If the air be exhausted from a tube in part filled with water, and the tube be closed up, the solidity of the particles of water will be perceived from the sound produced by suddenly lifting up the tube. COR. Fluids gravitate in fluids of the same kind. For they cannot lose the property of gravity which belongs to all bodies by such a change of situation. EXP. Suspend a stopped phial from one arm of a balance, in a vessel of water, and balance it by weights from the opposite arm of the balance ; upon unstopping the phial under water, a 73 OF HYDROSTATICS. BOOK III. quantity of water will rush into it, by which the weight will be increased as much as the weight of water in the phial. PROP. II. When the surface of a fluid is level, the whole mass wi be at rest. Plate 5. Let ABCD be a vessel containing water, the level surface of which is EF. Conceive the whole mass of fluid in the vessel to be divided into tl.i;i strata, or plates, RS, TV, XY, &c. lying horizontally one above another; and into small perpendicular columns GH, IK, LM, &c. contiguous to each other. In the stratum XY, and the columns IK, LM, let m, n, be two adjacent drops. Neither of these drops can move toward the column in which the other is, without driving that other out of its place, because the fluid is supposed incompressible. But, with whatever force the particle m endeavours to displace the particle n, this force is counter- balanced by an equal and contrary effort on the part of n ; because (Prop. I.) they are equally pressed by the equal columns above them ; consequently the particles will be at rest. PROP. III. Any part of a fluid at rest presses, and is pressed, equally in all directions. For (Def. I.) each particle is disposed to give way on the slightest difference of pressure ; and, by supposition, each particle is pressed by the contiguous particles in such manner as to be kept at rest in its place ; it is therefore pressed with an equal degree of force on all sides ; and, consequently, (Book II. Prop. III.) it presses equally in all directions. COR. Hence the lateral pressure of a fluid is equal to the perpendicular pressure. This is one of the most extraordinary properties of fluids, and can be conceived to arise only from the extreme facility with which the component particles move among each other. EXP. 1. Into several tubes, bent near their lower ends in various angles, pour a sufficient quantity of mercury to fill the lower parts of their orifices ; then dip them into a deep glass vessel filled with water, keeping the orifice of the longer legs above the surface ; whilst the tubes are descending, the mercury will be gradually pressed upward in the tubes, and the pressure will be equal at any given depth, whatever be the direction- of the pressing column of fluid in the shorter leg of the tube. Oil may be used instead of mercury. 2. Dip an open end of a tube, having a very narrow bore, into a vessel of quicksilver; then, stopping the upper orifice with the finger, lift up the tube out of the vessel; a short column of quicksilver will hang in the lower end, which, when dipped in water lower than 14 times its own length, will, upon removing the finger, be suspended and pressed upward. S. Let a large open tube be covered at one end with a piece of bladder drawn tight ; pour into the tube a quantity of coloured water sufficient to press the bladder in a convex form ; then, dip the covered end of the tube slowly into a deep vessel of water; the bladder, by the upward pres- sure, will become first less convex, then plane, and at last concave. 4. If the like be done with several tubes, whose covered oi-ifices are cut obliquely at different angles, the lateral pressure will be seen to increase with the depths to which the tubes are immersed. CHAP. I. THE PRESSURE OF FLUIDS. 7 5. Let a circular piece of brass, whose upper surface is covered with wet leather, be held close to one orifice of a large open tube, by means of a cord or wire fastened to the middle of the plate, and passing through the tube ; let the plate, thus kept close to the orifice of the tube, be immersed with the tube into a large vessel of water ; when the plate is at a greater depth than 8 times its thickness in the water, the cord or wire may be left at liberty, and the upward pressure of the fluid will keep the plate close to the tube. 6. Let a small bladder, tied closely about one end of an open tube, having a large bore, be filled with coloured water till the water rises above the neck of the bladder ; upon immersing the bladder into a vessel of water, the bladder will be compressed on all sides, and the coloured water will be raised up in the tube in proportion to the depth to which the bladder is sunk. PROP. IV. When a fluid flows through a tube which is wider in some parts than in others, the velocity of the fluid will, in every section of the tube, be inversely as the area of the section. Let ADMN, a bended tube larger at 1L than at FG, be filled with water to the height Plate 5. ADFG. Let the water be forced downward in the part ADBP, and consequently be made to fl S- * rise in the other part KHMN. It is manifest, that the water which is forced out of one part of the tube, is driven in the other. Hence equal quantities pass through every section of the tube in the same time ; for if less, or more, water passed through the section FG than through IL in the same time, the quantity of water between FG and IL must be increased or diminished, which cannot be, since no cause is supposed which could increase or diminish it. But if equal quantities pass through unequal parts of the tube in the same time, the water must run propor- tionally faster where the tube is narrower, and slower where it is wider. If, for example, as much water runs through the section FG, as runs in the same time through the section IL, the water must move as much faster at FG than it moves at IL, as the tube is narrower at FG than at IL ; that is, the velocity is inversely as the area of the section. COR. The momentum will be the same in every section of the tube ; for the quantity of water at each section is directly as the area of the section, and the velocity is inversely as the area; therefore the velocity is inversely as the quantity of matter ; whence (Book II. Prop. Xf.) the momentum is every where the same. SOHOL. Hence we may account for the suspension of the fluid in a tube, the upper part of whose bore is capillary, and the lower of a much larger dimension, as was seen in the experi- ment, Book I. Prop. VII. Let there be a tube consisting of two parts DR and RCK, of different diameters ; DR, the pi ate 5. smaller part of the tube, is able (Book I. Prop. VIII.) to raise water higher than the other ; let Kg- 3. then the height to which the larger would raise it be TC, and that to which it would rise in the lesser, if continued down to the surface of the fluid, be XH. If this compound tube be filled with water, and the larger orifice CK be immersed in the same fluid, the surface of the water Fig. 4. will sink no farther than XL, the height to which the lesser part of the tube would have rJled it. But if the tube be inverted, and the smaller orifice XL be immersed, the water will run out till the surface falls to TF; the height to which the larger part of the tube would have raised % 4 10 7* OF HYDROSTATICS. BOOK III. Tig. 8. Let the tube DR be conceived to he continued down to HI ; and let it be supposed that the fluids contained in the tube XLHI, and the compound one XLKC, are not suspended by the ring of glass at XL, but that they press upon their respective bases, HI and CK. Let it farther be supposed that these bases are each of them moveable, and that they are raised up or let down with equal velocities ; then will the velocity with which XL, the uppermost stratum of the fluid XLCK, moves, exceed that of the same stratum, considered as the uppermost of the fluid in the tube XLHI, as much as the tube RCK is wider than DR, (by this Prop ) that is, as much as the space MNKC exceeds XLIH. Consequently, the effect of the attracting ring XL, as it acts upon the fluid contained in the vessel XLCK, exceeds its effect, as it acts upon that in XLHI, in the same ratio. Since, therefore, it is able to sustain the weight of the fluid XLHI by its natural power, it Is able, under this mechanical advantage, to sustain the weight of as much as would fill the space MNKC ; but the pressure of the fluid XLCK is equal to that weight, as having the same base and an equal height (as will be shewn by Prop. VI.) Its pressure, there- fore, or the tendency it has to descend in the tube, is equivalent to the power of the attracting ring XL, for which reason it ought to be suspended by it. Fig. 4. Again, the height at which the attracting ring in the larger part of the tube is able to sustain the fluid is no greater than NF, that to which it would have raised it, had the tube been con- tinued down to MM. For here the power of the attracting ring acts under a like mechanical disadvantage, and is thereby diminished, as much as the capacity of the tube TFNM is greater than that of H1XL ; because, if the bases of these tubes are supposed to be moved with equal velocities, the rise or fall of the surface of the fluid TFXL would be so much less than that of TFMN. And, since the attracting ring TF is able, by its natural power, to suspend the fluid only to the height NF in the tube TFMN; it is in this case able to sustain no greater pressure than what is equal to the weight of the fluid in the space HIXL ; but the pressure of the fluid TFXL, which has equal height, and the same base with it, is equal to that weight ; and therefore is a balance to the attracting power. From hence we may clearly see the reason, why a small quantity of water put into a capillary tube, which is of a conical form, and laid in a horizontal situation, will run toward Plate 5. the narrower end. For let AB be the tube, ahd CD a column of water contained within it; F) fj- s ' when the fluid moves, the velocity of the end D will be to that of the end C reciprocally as the cavity of the tube at U to that at C, (by this Prop.) that is, (El. XII. 2.) reciprocally as the square of the diameter at D, to the square of the diameter at C ; but the attracting ring at D is to that at C, singly as the diameter at D to the diameter at C. Now, since the effect of, the attraction depends as much upon the velocity of that part of the fluid where it acts, as upon its natural force, its effect at D will be greater than at C ; for though the attraction at D be less in itself than at C, yet its loss of force upon that account, is more than compensated by the mechanical advantage it has arising from hence, that the velocity of the fluid in that part is more increased than the force itself is diminished at D. The fluid will therefore move toward B. See on this subject Mr. Vioce's Principles of Hydrostatics, p. 65 9. V. la beaded cylindrical tubes, fluids at rest will be at the same height on each side. Plate 5. I % the tube ADMN, filled with water to the height AD, the water cannot descend from AD, without rising toward MN. The water in each side of the vessel $nay therefore be considered as two forces actii g upon each other in contrary directions ; and consequently these two masses of fluid will only be at rest when their momenta are equal; that is, (Book II. Prop. XI. Cor.) CHAP. I. THE PRESSURE OF FLUIDS. 75 when the quantities of matter are inversely as the velocities, or (Prop. IV.) directly as the area of the section through which it flows. Thus, at the sections BP, KH, the momenta are equal, when the quantities of matter, or cylindrical masses of fluid are as the areas of the sections ; that is, as the bases of the cylinders ADBP, FGHK. But cylinders are as their bases (El. XII. 11.) only when- their perpendicular heights are equal. Therefore the momenta of the two cylinders of fluid will be equal, and consequently the mass will be at rest, only when the perpendicular heights of each column are equal. EXP. 1. In a bended tube of large but unequal bore, water will rise to the same height on each side. 2. Let water spout upward through a pipe, having a small orifice inserted into the bottom of a deep vessel ; it will rise nearly to the height of the upper surface of the water in the vessel. The resistance of the air, and of the falling drops, prevents it from rising perfectly to the level. COR. If, therefore, a pipe convey a fluid from a reservoir, it can never carry it to a place higher than the surface of the fluid in the reservoir. SCHOL. In this demonstration, we do not consider the velocity with which the two columns of fluid are moving, but the velocity with which, if they move at all, they must begin to move. And since, if their perpendicular height is the same, the velocity with which they must begin to move will be inversely as their respective quantities of matter, they cannot begin to move but with equal momenta; and their motions must be in contrary directions, because one column cannot descend without making the other ascend ; therefore those equal momenta would destroy each other. These two columns then, making a continual effort to move with equal momenta in contrary directions, counterbalance each other. PROP. VI. The pressure of fluids is proportional to the base, and the perpendicular height of the fluid, whatever be the form of the vessel or quantity of the fluid. Case 1. Let the fluid be contained in a perpendicular cylindrical vessel. In such a vessel, ABCD, because the whole weight of the fluid, and no other force, presses Plate 5. directly upon the bottom CD, the pressure (by Prop. I.) must be as the quantity ; that is, (El. *' XII. 11, 14.) as the base and perpendicular height of the fluid. Case 2. Let the fluid he contained in a perpendicular vessel, the bottom of which is equal to that of the cylinder in the last case, but its top narrower than the bottom. Let the vessel DBLP, have the portions of its base LA, CP, each equal to OR. From Prop- Plate 5. I. and III. it appears, that each of these portions are equally pressed by the column DBOR, as ^' ' the base OR. In like manner, every portion of the base LP equal to OR is as much pressed as OR. Therefore the whole base LP is as much pressed as if the vessel was of the cylindrical form FHLP. Or thus ; Because (by Prop. V.) if a tube were inserted at NT, of the diameter OR, the water, being at the height DB, would rise to the level FE, there must at NT be an upward pressure toward F sufficient to fill up the columns of fluid FELA ; that is, equal to the weight of as much water as would fill the space PENT. Consequently the re-action, that is, the pressure upon the base LA, must be equal to the weight of as much water as would fill PENT. But the base LA supports this re-action, and likewise the weight of the water NTLA, which OF HYDROSTATICS. BOOK III. are together equal to the weight of DBOR. The hase LA, therefore, sustains a pressure equal to the weight of the column DBOR. And every equal portion of the base may, in the same manner, be shewn to sustain an equal pressure. Therefore, the pressure on the base is the same in ve s sels of the form supposed in this case, as in cylinders of equal bases, and of the same altitude with these vessels. The same may be shewn with respect to a vessel of the form of plate 5, fig. 7. Case S. Let the vessel be of the same base and altitude, but have its top wider than the base. Plate 5. Let the fluid of the vessel be divided into strata EF, GH, IK, &c. Let us also imagine the Fig. & bottom of the vessel C to be moveable, that is, capable of sliding up and down the narrow part of the vessel, from C to GH. Let it further be supposed that this moveable bottom is drawn up or let down with a given velocity, while the vessel itself is fixed and iinmoveable ; it is evident the lowest stratum, which is contiguous to the bottom, will be raised or let down with the same velocity, and will therefore have a momentum proportional to that velocity, and the quantity of matter it contains; but (by Prop. IV. Cor ) the rest of the strata will have the same momen- tum ; consequently, the momentum of all taken together, that is, of the whole fluid, is the same as if the vessel had been no larger in any one part than it is at the bottom, for then the momen- tum of each stratum would also have been as great as that of the lowest. The pressure, there- fore, or action of the fluid, with which it endeavours to force the bottom out of its place, is as the number of strata, that is, the perpendicular height of the fluid, and the magnitude of the lowest stratum, that is, the base. Case 4. Let the fluid be in an inclined cylindrical vessel. Plate 5. In the inclined cylindrical vessel ABNI, as much as the fluid is prevented from pressing fl S- 9 - upon the base NI, by being in part supported by the side of the vessel AN, so far is the pressure upon the base increased by the re-action of the opposite side BI, which is equal to the action of the former, because the fluid, pressing every way alike at the same depth below the surface, exerts an equal force against both the sides. The base NI is therefore pressed with the same force with which it would be pressed, if the fluid contained in the vessel ABNI was included in the vessel EDIO, having an equal base, and the same perpendicular height with the vessel ABNI ; that is, (by the first case) the pressure is as the base NI and altitude CN. Since then, the pressure upon the base of vessels, either wider or narrower at the top than the bottom, and likewise the pressure upon the base or vessels inclined to the horizon, is equal to that upon the base of a cylindrical vessel of the same base and height, the sides of which are perpendicular to the horizon ; and since the pressure upon the base of such a cylinder is as its base and height ; the pressure upon the bottom of all vessels filled with fluid is propor- tional to their base and perpendicular height. EXP. 1. Let two tubes of different forms be successively applied to the same moveable circular base, suspended by a wire, passing from the centre of the base through the tubes, to the beam of a balance ; when the different tubes are filled to the same height, it will require the same weight at the opposite end of the balance to keep the base from sinking. Hence any quantity of fluid, how small soever, may be made to balance and support any quantity how great soever, which is called the hydrostatical paradox. 2. Let two tubes, the one cylindrical, the other of the form of a speaking trumpet, have CHAP. I. THE PRESSURE OF FLUIDS. 77 their bases of equal diameter, covered with bladder, and inserted in a vessel of water, as in Prop. ill. EXP. 3. the bladder will become plane at the same depth in both ; from whence it appears, that since the upward pressures, at the same depth, are equal, the downward pressures in the two tubes are also equal. COH. 1. Hence in different vessels, containing different fluids, the pressures are as the areas of the bases multiplied into the depths, and specific gravities. COR. 2. If a cone be filled with a fluid, and standing on its base, the pressure on its base will be equal to three times the weight of the flaid. Let B be equal the base, H equal the TJ perpendicular height, then the solid content, or weight, will be equal x H, but the pres- 3 sure will be B x H. therefore equal to three times its weight. COR. 3. A small quantity of fluid may be made to press with a force sufficient to raise a great weight. Since (as was shewn in Prop. V k ) as much fluid as will fill the tube DBIV presses upward plate 5. against VM, with a force equal to the weight of as much fluid as would fill the space r '- 6> BHVM ; the base remaining the same, the space BHVM, that is, the weight which may be raised, will (by this Prop.) be as the height VB, which may be increased at pleasure. EXP. Let two circular pieces of wood be united by leather in the manner of a pair of bellows ; in the upper board insert a long tube with a large bore; through which pour water into the vessel ; the upward pressure of the water, as it is poured in, will raise a great weight. COB. 4. From hence it may be proved, independently of the reasoning in Prop. V. that, in bended vessels, or channels of anj form, fluids rise to the same height, whatever be the dif- ference between the quantities of fluid on each side; for whatever be the form of the channels, the plane which is perpendicular to the lowes^point being considered as the common base, the pressure upon it is equal, when the fluid on each side is of equal altitude ; and the whole mass can only be at rest when the opposite pressures are equal. SCHOL. This pressure of the fluid upon the base does not alter the weight of the vessel and fluid considered as one mass, because the action and re-action which cause it, with respect to the weight of the vessel, destroy one another ; the vessel being as much sustained by the action upward, as it is pressed by the re-action downward. PROP. VII. The pressure of a fluid upon any indefinitely small part of the side of a vessel which contains it, is equal to the weight of a column of the same fluid, whose base is the part pressed, and whose height is the distance of that part from the surface of the fluid. Let ABCD be a vessel filled with fluid ; AB its surface ; and L a point in the side of the plate 5. vessel. The indefinitely small drop which lies next to the point L is pressed downward Fl S- 12< (uy Prop. I ) by a force equal to the weight of a column of water whose base is L, and height LA, the distance of that part from the surface. And (by Prop. III.) this drop is pressed sideways toward L with the same force with which it is pressed downward. Whence the proposition is manifest concerning the point L. And the same may be proved concerning any other points M, N, C, equal to L. The same is evidently true in an inclined vessel. 78 OF HYDROSTATICS. BOOK III. PROP. VIII. The pressure of a fluid upon any plane is equal to the weight of a hody which has the same density with the fluid, and is formed by raising perpendiculars upon each indefinitely small part of the plane, equal in height to the distance of that part from the surface of the fluid. Plates. It has been proved, in the last proposition, that the pressure up:>n each indefinitely small part of the line AC, in the side of the vessel ABCD. is equal to the weight of a column of fluid whose base is the part pressed, and whose height is the distance of that part from the surface AB. Hence, if from the point L a perpendicular LO be raised whose babe is L, and whose length LO is equal to LA, the distance of L from the surface, if this perpendicular consisted of matter of the same density with the fluid in the vessel, the weight of this perpen- dicular column would be equal to the pressure upon the point L. If, in like manner, perpen- diculars, consisting of matter ot the same density with the fluid, were raised upon every point between A, C, they would together fill up the area of the triangle ACD ; and the pressure upon the whole line AC in the side of the vessel ABCD, because it is equal to the sum of the pressures upon all its parts, must be equal to the weight of this triangle ACD. The same may be proved Fig. 14. concerning any other lines in the side of the vessel, as HI, EF. Consequently, the pressures upon the whole side will be equal to the weight of as many such triangles as there can be lines drawn upon it in the same manner as AC, HI, EF, are drawn. But all these triangles together would fill up the whole space, or compose a solid, CFGDAE. Therefore the pres- sure upon the side AECF will be equal to the weight of this solid, consisting of matter which has the same density with the fluid in the vessel ; which solid is formed by raising per- pendiculars upon each line of the side, respectively equal to the distance of that point from the surface of the fluid. Hate 5. In like manner, if AC is a line drawn in the inclined side of a vessel, in which the water F 'g> 13i reaches to the level AB, the pressure upon this line may be estimated as before. SL is the distance of L from the surface. Let therefore a perpendicular LO, equal in length to LS, be raised upon the point L; then, if this perpendicular was a column of matter of the same density with water, the weight of it would be equal to the pressure upon L. For the same reason, if a perpendicular MP is raised upon the point M, and is made equal in length to MT, the distance of M from the surface ; such a perpendicular, consisting of matter of the same density with water, and being of the same size, would have the same weight as the column of water MT. And since (by Prop. I.) the pressure upon M equals the weight of the incumbent water MT, it likewise equals the weight of the perpendicular MP. In like manner, the points N and C are pressed by the weight of the incumbent columns NV and XC, which is equal to the weight of the perpendiculars NQ, CR, supposing those perpendiculars to be equal in height to NV and XC, and to consist of matter whose density is the same with that of the columns NV and XC. Thus the pressure upon the whole line, being made up of the pressures upon all its parts, will be equal to the weight of as many perpendiculars, as can be raised in this manner between A and C. The sum of all those perpendiculars is the triangle ACR, whose weight therefore is equal to the pressure upon the line AC. But if as many such triangles were added together, as there are lines parallel to AC in the whole side of the vessel, all these triangles together would form a solid. And since this solid is the sum of all the pressures upon each point of the CHAP. II. OF THE MOTION OF FLUIDS. 79 side, the weight of it, supposing it to consist of matter that has the same density as water, would be equal to the pressure upon the whole side. PROP. IX. The pressure upon any one side of a cubical vessel, filled with fluid, is half the pressure upon the bottom. The bottom sustains a pressure equal to the whole weight of the fluid in the vessel. And the pressure which the side sustains is equal to the weight of the prism CFGDAE, which pj ate 5. (El. XI. 28.) is half the cube ; therefore the side sustains a pressure equal to half the pressure Fig. 14, upon the bottom. Or thus ; Because the pressure upon every part of the vessel at the bottom is equal to the weight of a column whose base is the part pressed upon, and height that of a perpendicular from the bottom to the surface ; if the pressure were the same every where from the top to the bottom, it would be equal to the weight of as many such columns as would correspond to all the parts of the vessel. But the pressure every where diminishes as we approach toward the surface, where it is nothing; the pressure oil the side is therefore only half of that on the bottom of the vessel ; a number of terms in arithmetical progression beginning from nothing being half the sum of an equal number of terms, each of which is equal to the last in the progression. COR. 1. The gravity of the fluid in a cubical vessel producing upon each of the four sides a pressure equal to half that upon the bottom, and upon the bottom a pressure equal to itself, produces on the whole a pressure three times as great as itself. COR. 2. When the area of the part pressed is given, the pressure is as the perpendicular distance of that part from the surface ; where the depth of the part is given, the pressure is as the area. SCHOL. There is a particular point in which the whole pressure against the side acts ; it is called the centre of pressure, and is the same with the centre of oscillation of the side vibrating on the upper line of it as an axis. See Prop. XLVI. Schol. 1. Book 2. CHAP. II. Of the Motion of Fluids. SECT. I. Of Fluids passing through the Bottom or Side of a Vessel. PROP. X. The momentum with which any fluid runs out of a given orifice in the bottom or side of a vessel, is proportional to the perpendicular depth of the orifice below the surface of the fluid. The pressure of a fluid against any given surface being (by Prop. I. and III.) proportional to 80 OF HYDROSTATICS. BOOK III. the perpendicular height of the fluid above that part ; if that given surface be removed, the fluid will be driven through the orifice by this pressure. The force therefore with which the fluid passes through the orifice is as the perpendicular depth of the orifice below the surface of the fluid ; but the momentum is always as the moving force ; therefore the momentum is also as the perpendicular depth of the orifice. PROP. XI. The momentum with which any fluid runs out of a given orifice in the bottom or side of a vessel, is as the square of its velocity, or as the square of the quantity of matter. The momentum (Sy Book II. Prop. XI.) is in the compound ratio of the quantity of matter and velocity. And it is manifest, that, since the orifice is given, the quantity of fluid discharged will always be as the velocity ; therefore the momentum is as the square of the velocity, or of the quantity of fl-jid. PROP. XII. The velocity with which any fluid runs out of an orifice in the bottom or side of a vessel, is as the square root of the perpendicular depth of the orifice from the surface of the fluid. Because the momentum is as the square of the velocity, (by Prop. XI.) and as the perpen- dicular depth of the orifice, (by Prop. X.) the square of the velocities (El. V. U.) is as the per- pendicular depth, and, consequently, the velocity as the square root of the perpendicular depth. COR. 1. Hence a fluid running out of a vessel which empties itself, and whose horizontal sections are all equal, flows with an uniformly retarded velocity ; for the perpendicular depths are continually diminishing. COR. 2. Hence also the surface descends with an uniformly retarded velocity, and the spaces described by it, in equal portions of time, are (Prop. XXVIII. Book II.) as the odd numbers 1, 3, 5, 7, 9, &c. taken backward. COR. S. If therefore a cylindrical vessel be divided into portions, continued to the surface of the fluid, which are as the odd numbers, 1, S, 5, 7, &c. a clepsydra or hour glass will be form- ed ; for the surface will descend through these divisions in equal times. PROP. XIII. A fluid runs out of an orifice in the bottom or side of a vessel, with the velocity which a heavy body would acquire in falling freely through a space equal to the perpendicular distance of the orifice from the surface of the fluid. I'late S. Fig. 10. Let ABCD be a vessel filled with any fluid, to the height FG. It is manifest, that at the beginning of the fall of each .drop from the upper surface FG, it must be carried downward by its gravity with the same velocity with which any other heavy body would begin to descend. And, if an orifice be made in the vessel at L, any point below the surface, the fluid which passes through that orifice will (by Prop. XII.) move with a velocity which is as the square root of the distance from the surface. But if a body were to fall from the surface to the point L, it would acquire a velocity which would be (by Book II. Prop. XXVI. Cor. 2.) as the square root of this distance. Therefore, since the velocity with which the fluid moves is, at the beginning CHAP. II. OF THE MOTION OF FLUIDS. 31 of its motion, equal to that of a falling body, and since at every given distance these velocities have the same ratio, namely, that of the square root of the distance from the surface, that is, (El. V. 9.) are equal, the proposition is manifest. COR. Supposing O, V, T, Q, to represent the area of the orifice, velocity, time, and quantity, flowing out in that time respectively; Q will vary as O x V x T, or as O x T x VH, (Prop. XII.) and when T is given, as O x \/H. SCHOL. When a fluid spouts from a vessel, it rushes from all sides toward the orifice, which is the cause of the contraction of the stream at the distance from the orifice equal to its diameter, and is called the vena contracta. Now the area of the orifice is to the area of the smallest section of the stream, nearly as \/-2 to 1 ; hence (by Prop. IV.) the velocity at the vena con- tracta is to the velocity at the orifice as i/T to 1. Sir I. Newton found, that the velocity at the vena contracta was that which a body acquires, in falling down the altitude of the fluid above the orifice. We must, therefore, disting(B^^\veen the velocity at the orifice, and at the vena contracta, and in the doctrine of spoil tin^flfHfe-. H is the latter velocity which must be con- sidered, aiMthe point of projection must be assnkt&yfcpm that point. PROP. XIV. When two cylindrica^^ssels have their bases, heights and orifices equal, if one of them be always ke^t full, it will discharge double the quantity of fluid discharged in the same time' bjdlBjk other whilst it empties itself. ^P For (by Prop. I.) the fluid will continue through the whole time, to run with the same velocity out of the vessel that is kept full. But the fluid will run (Cor. 1. Prop. XII.) with an uniformly retarded velocity out of the vessel^vhich empties itself. And, since both vessels are full at first, the velocity which continues uniform in one vessel, will (by Prop. 1.) be the same with the first velocity in the vessel in which theMuid is uniformly retarded. Therefore the quantity discharged out of the former vessel will Wto the quantity discharged in an e'qual time out of the latter, as the space described by a body moving wilflli uniform velocity, to the space described by a body which sets out with the same velocity, and is uniformly retarded. But (by Book II. Prop. XXVII.) the space described by the former will be double of the space described by the latter. Therefore the quantity discharged out of the former vessel, will be double of the quantity discharged out of the latter. PROP. XV. A stream of any fluid which spouts obliquely forms a parabola. Each drop in a stream of fluid, spouting obliquely, is a heavy body projected obliquely by the force or pressure which drives it out of the orifice. Therefore (by Book 11. Prop. LVI1I.) every drop of the stream, that is, the whole stream, forms a parabola. EXP. Observe the figure formed by a fluid spouting obliquely. COR. Hence fluids spouting obliquely are subject to the laws of projectiles laid down, Book II. Ch. VII. Sect. 1. 11 S3 OF HYDROSTATICS. BOOK III. Plate 5. *' ' PROP. XVI. When a fluid spouts horizontally from an orifice in the side of a vessel which isJiept full, if a line passing through the orifice perpen- dicular to the horizon, ami intercepted between the surface of the fluid and the horizontal plane that receives it, be made the diameter of a circle, and a line drawn horizontally from the orifice to the circumference, the distance, to which the fluid will spout, will be double of this horizontal line. Let AB be the perpendicular ; C, E. or e, the orifice ; ADHB the semicircle drawn on the side; El), (JH, tie, lines drawn horizontally from the orifice to the circumference. The fluid spouts at E (by Prop. XIII.) with the velocity which a heavy body would acquire in falling from A to E ; and this motion, being in a horizontal direction, can neither be accelerated nor retarded by the force of gravitation, and will therefore continue uniform. But beside this, the fluid spouts with the velocity which it acquires in falling after it has passed the orifice. This velocity, when the fluid arrives at GB, is the have acquired in filling through an equal descending velocity, and that with w since the horizontal velocity is the A to E. and the descending velo that which any other heavy body would to B. Let this velocity be called the spouts at E the horizontal veio^y. Then, which a body would acquire byWalling from fluid arrives at the plane GB, is the same with from E to B, and since (by Book II. Prop. XXVI.) k of the last acquired velocities squares of tbe.se last acquired lties, are as the lines AE, EB- ean proportional between AE, EB. But the square of the > bodies, are as the sq is, (inverting the terms) iorizontal and descending v that which a body would acqu the spaces AE, EB, describ of bodies falling through tii velocities, or the squares o But in the triangle ADB, right-angled (El. VI. 8.) at D, DE is EB, and the square of AE is to the square of ED, as AE is horizontal velocity is to the square of the last descending velocity as AE to EB. Therefore the square of the horizontal velocity is to the squardM' the last desc&hding velocity, as the square ED to the square EB; whence the horizontal velocity is to the last descending velocity as ED to EB. Now the spaces described in^&esAe time, in uniform motions, are (Book II. Prop. VI.) as the velocities. Conseq^^jipPffieTluid had begun to fall from E with the velocity it has acquired at B, and had falflMmnormly, in the time of descent the spaces described by the horizontal and descending velocities would have been respectively as those v( locities ; that is, as ED to EB. Thus while the fluid was descending till it reached the plane GB, the horizontal velocity would have carried it forward through a space equal to ED, or the horizontal distance would be ED. But the descending velocity being at the first nothing, and continually increasing, the time of dessent (see Book II. Prop. XXVII )is twice what it would have been upon the sup- position that it began to descend from the last acquired velocity. And the horizontal velocity is uniform, and therefore in twice the time, or the true time of descent, the fluid will be carried horizontally to twice the distance ED. Consequently, if BF be made equal to twice DE, whilst the stream is descending from E to GB, it will be carried forward to the point F. The same may be proved concerning any other points, C, e, PROP. XVII. If a fluid spouts horizontally out of orifices in the side of a vessel which is kept full, it will spout to the greatest distance from the orifice which is in the middle of the side, and to equal distances from orifices equally distant from the middle. CHAP. II. Let C be the orij from C. The distance twice ED. But parallel to the Also, since or ed ; and tl III. 14.) are Hence, ifj double of C I E and e, u[ 1 double LOTION OF FLUIDS. $ bf the side, and E, e, equal .orifices at equal distances Plate 5. Fig. 11, L spout at C (byTronJtVI.) is twice CH, and at E l-eater than DE, anjpne drawn from the diameter is greater than twice ED. I whicli the fluid will spout at E and e, are twice ED, Itant from the centre, and parallel to the radius, (El. Ices from E, e, are equal. JGB be drawn perpendicular to the side AB, and GB be \de, the fluid spouting from C will fall upon G, and from COR. , Bide of the jet d'ea^^inclined, in any angle to the horizon, and the direction, and velocifB i Re spouting fluid be known, the amplitude, altitude, and time of flight, may be discovered | ' rules investigated in Book II. on Projectiles. EXP. ji Blpftr spout from the middle orifice, and from orifices equally distant from the middle, ^J Jli oi' the proposition will be manifest. all the propositions respecting the times in which vessels empty themselves, posed to be very small in respect to the bottom of the vessel, otherwise the Sot agree with the theory. JEF. II. A river is a stream of water which runs by its own weight down the inclined bottom of an open channel. DEF. III. A section of a river is an imaginary plane, cutting the stream, which is perpendicular to the bottom. DEF. IV. A river is said to flow umiformly when it runs in such a man- ner, that the depth of the water in any one part continues always the same. PROP. XVIII. If a river flows uniformly^he same quantity of water passes in an equal time through every section. Let AB be the reservoir, BC the bottom of the river, and ZX, QR, sections of the river. P| ate 5 - Because the river flows uniformly, the same quantity of water which passes through ZX in a given time must pass through QR in the same time ; otherwise the quantity of water in the space ZQXR, must in that time be increased or diminished, and consequently the depth of the water in that space altered ; contrary to the supposition. COR. Hence if V, B, D, be the velocity, breadth, and depth respectively, V x B x D will be a given quantity, and V will vary as -. PKOP. XIX. The breadth of the channel being given, the water in rivers OF HYDROSTAT is accelerated in the same manner with any plane. For each drop of the water^K>ves down upon the inclined plane of the sheet of water, next below it, par. PROP. XX. The breadth of the chan each drop of water in a river is the same tha from the level of the surface of the water in t drop. BOOK III. own an inclined m, or upon the sriven, , *-" ' . ody would a velocity of in f 1'iing ce of the torn of the rolls down e reservoir in falling II. Prop. GE the equal the Let AB be the depth of the reservoir, AP the level ot^te surface, and BC channel. Any drop at E, after it comes out of the reservoir at K (by Prop. the inclined plane KE, parallel to the bottom. And this drop, when it comes ou AB at K (by Prop. XIII.) has the same velocity which a heavy body would from A to K ; and, in rolling down the inclined plane KE, it acquires (by XXXIV.) the same velocity which any heavy body would acquire in falling perpendicular height of the plane. At E the drop will therefore have acquired to that which a body would acquire by falling through AK and GE, that is, througtu perpendicular drawn from the level of the reservoir to the place of the drop. Plate 5. COR 1- Hence the breadth of the channel being given, the velocity of each drop of water Fig. 15. i n a river is as the square root of its distance from the level of the surface of the reservoir. For, if E and R be two drops in different parts of the river, ns are by supposition equal; therefore their areas are (El. VI. 1.) as their heights. Consequently the heights of the section QR, ZX, will be inversely as the velocities at those sections ; that is, the depth of the water at QR will be as much less than the depth at ZX, as the velocity at QR is greater than the velocity at ZX. PROP. XXII. At a given distance from the reservoir, if the river flows uniformly, the velocity of the water will be inversely as the breadth of the . channel. CHAP. II. OF THE MOTION OF FLUIDS. 85 Because the river flows uniformly, the depth at any given section ZX is always the same ; anil in any given time, the same quantity of water must How through the different sections ZX, QR. as was shewn in Prop. XV'Ili. But a given quantity of water cannot flow in a given time through any section, unless as much as the area is increased, so much the velocity is diminished, and the reverse ; that is, the velocity must be inversely as the area of the section, or the depth being given, as its breadth.* PROP. XXIII. The depth of a river being given, the pressure upon any part of the bank will be the same, whatever is the breadth of the river. The pressure upon any given part in the bank (by Prop. I. and III.) will be as the distance of that part from the surface ; which remains the same whilst the depth is the same, whatever be the breadth of the river ; therefore tlie pressure will remain the same. PROP. XXIV. If the breadth of a river be given, the pressure on any part of the bank will be as the depth of the river. For the pressure on any part of the bank is (by Prop. I. and III.) as the depth of that part below the surface, which depth \\ill increase with the depth of the river. PROP. XXV. The pressure against any given surface in the bank of a river, if that surface reaches from the bottom to the top of the stream, is equal to the weight of a column of water whose base is the surface, and whose height is half the depth of the stream. Let ZQXR be a given surface in the bank, reaching from the bottom EC of the river to'its top pi a te 5. AD. The pressure upon this is (from what was shewn in Prop. IX.) half the pressure on an Fig. 15. equal surface at the bottom XR; which pressure (by Pi-op. I and III.) is equal to the weight of a column of water whose base is the surface ZQ, and whose height is the depth of the stream. Therefore the pressure against the surface ZQXR is equal to the weight of a column whose base is the surface ZQ, and its height half the depth of the stream. PROP. XXVI. When a stream which moves with the same velocity in every part strikes perpendicularly upon any obstacle, the force with which it strikes is equal to the weight of a column of the same fluid, whose base is the obstacle, and whose height is the space through which a body must fall to acquire the velocity ol the stream. Let a stream of water flow horizontally out of the orifice e. If this -stream were to strike Plate S. . upon an obstacle of the same breadth every way as the orifice or stream, placed perpendicular '"' to the horizon, the stream must strike upon the obstacle with its whole force. But this force is equal to the weight of a column of water whose base is e, and height Ae. And (by Prop. XIII.) Ae is the height from which a body must fall to acquire the velocity with which the stream * This and the three preceding propositions can be applied only to straight regular canals of considerable declivity and no great length. 86 OF HYDROSTATICS. BOOK IIL spouts from e. Therefore the force with which this stream would strike such an obstacle is equal to the weight of a column of water whose base is e, and height that from which a body must fall to acquire the velocity of the stream. And because no part of the stream, however broad, can strike the obstacle except so much as is contained within a section equal to the surface of the obstacle, no other part of the stream is to be considered in estimating this force. It is also manifest, that if the stream flow horizontally with the same velocity, in any other manner than through an orifice, as in the current of a stream, it will strike an obstacle with the same force. PROP. XXVIF. When the obstacle is given, the force with which a stream strikes upon it will be as the square of the velocity with which the stream moves. If any stream strikes upon a given obstacle, the force will (by Prop. XXVI.) be equal to the weight of a column of water whose base is the obstacle, and whose height is equal to the space through which a body must fall to acquire the velocity of the stream. Since then the base is given, the weight will be as the height of such a column. But the spaces through which bodies fall to acquire different velocities are (by Book II. Prop. XXVI.) as the squares of those velo- cities. Therefore the height of this column, and its weight, and consequently the force of the stream, which is equal to this weight, will be as the square of the velocity with which the stream moves. CHAP. in. Of tlie Resistance of Fluids. PROP. XXVIII. If a spherical body is moving in a given fluid, the resistance which arises from the re-actiou of the particles of the fluid is, within certain limits of the velocity, as the square of the velocity with which the body moves. # A spherical body moving in a given fluid, the number of particles which it will meet with in a given time will be as its velocity ; for the space through which it will pass will be as its velocity, and the number of particles it will meet with will be as the space through which it passes. But the re-action of the particles of the fluid, and consequently the resistance, is as the number of particles or quantity of matter by which the resistance is made. Again, if a given quantity of matter is to be moved, the moving force is (by Book II. Prop. IX.) as the velocity communicated ; and the resistance of that given quantity of matter is as the moving force. Therefore the resistance arising from re-action in a given number of particles of fluid is as the respective velocities with which they are moved ; that is, as the velocities with which the bodies which pass through the fluid move. The resistance of the fluid being then as the velocity on a double account, first, because the number of particles moved are as the velocity of the moving body, and secondly, because the resistance of a given number of particles is as the velocity of the moving body ; the resistance will be in the duplicate ratio, or as the square of this velocity. CHAP. III. THE RESISTANCE OF FLUIDS. 87 SCHOL. In very swift motions, the resistance of the air increases in a greater ratio ; (see Remark to Prop. LVIII. Book 11.) and in other fluids the same consequence would follow for the same reason, with respect to projected bodies. Besides, the greater the velocity is, the less will be the pressure against the back of the body which will cause a deviation in the law of resistance. PROP. XXIX. When a spherical body moves with a given velocity in any fluid, the resistance of the fluid arising from its re-action will be as the square of the diameter of the spherical body. A spherical body, in moving through a fluid, displaces a cylindrical column of that fluid, the height of which is the space which the sphere describes, and its base a great circle of the spherical body. Because the velocity is given, the space described in a given time, that is, the length of the column is given ; whence, the quantity of fluid in the column ; that is, the column will be as its base, a great circle of the sphere. And the resistance which the column of fluid makes by re-action to the motion of the sphere will be as its quantity of matter ; it will therefore be as the base of the column, or as the great circle of the sphere, or (El. XII. 2.) as the square of its diameter. PROP. XXX. If two unequal homogeneous spheres arc moving in the same fluid with equal velocities, the greater sphere will be less resisted in proportion to its weight, than the lesser sphere. The weights of spheres, or their solid contents, are (El. XII. 18.) as the cubes of their diameters; but their resistances (Prop. XXIX.) are as the squares of their diameters; and the cubes of any numbers have a greater ratio to each other than their squares. Therefore the ratio of the weights of spherical bodies is greater than that of their resistances in a given fluid ; that is, the weight of the greater sphere exceeds the weight of the lesser, more than the resistance of a given fluid against the former exceeds the resistance against the latter, provided the spheres are moving with equal \elocit ; es. SCHOL. Hence the resistance of the air may be able to support small particles of fluid, but unable to support them when they are collected into larger drops. PROP. XXXI. The resistance of a fluid, arising from its re-action, is as the side of the body perpendicularly opposed to it. The resistance is as the column, or quantity of fluid removed in a given time, which, as was shewn, (Prop. XXIX.) is as the base of the column ; that is, as the side of the body perpendicu- larly opposed to it. PROP. XXXII. When equal spheres move with the same velocity in different fluids, the resistances will be as the densities of the fluids. The resistances arising from re-action are as the momenta communicated to the fluid in a given time ; that is, since the spheres move with equal velocities, as the quantities of matter OF HYDROSTATICS. BOOK HI. moved. But, because the spheres are equal, the bases of the columns to which they communicate motion, are equal ; and because the spheres move with efjlial velocity, the length of the columns to which they communicate motion are equal. Hence the columns to which motion is commu- nicated, having their bases and heights equal, are of equal' magnitude ; and consequently, their quantities of matter are as their densities. But it has been shewn, that their momenta and resistances are as their quantities of matter ; therefore their resistances are as their densities. SCHOL. Hence drops of water may be sustained in the lower parts of the atmosphere, which cannot be sustained in the higher. PROP. XXXIII. The retardation of bodies in a resisting fluid, where the weights of the bodies are given, is as the resistance of the fluid. The more a body is resisted by any fluid in which it moves, the greater portion of its momentum is destroyed ; but, because the weight of the body is given, its momentum is as its velocity ; therefore the greater the resistance of the fluid, the greater portion of its velocity is destroyed, that is, the more it is retarded. PROP. XXXIV. When the resistance is given, the retardation is inversely as the weights. The same resistance will destroy an equal portion of momentum whatever is the weight of the moving body. But when the momentum is the same, the velocity is (by Book II. Prop. XII.) inversely as the quantity of matter. Therefore the velocity destroyed, on the retardation, will be inversely as the quantity of matter in the body in which the momentum is destroyed ; and the weight is as the quantity of matter ; therefore the retardation is inversely as the weight. PROP. XXXV. The retardation of spherical bodies, moving with equal velocities in the same fluid, is inversely as their diameters. The resistance which spherical bodies meet with in a given fluid is (by Prop. XXIX.) as the squares of their diameters. The retardation, when the weight is given, is (by Prop. XXXIII ) as the resistance ; and when the resistance is given, the retardation (by Prop. XXXV.) is inversely as the weight; that is, (El. XII. 18.) inversely as the cubes of the diameters. Now, when unequal spheres move with the same velocity in the same fluid, the retardations will be unequal, both because the resistances are unequal, and because the weights 'are unequal. The retardations will therefore be directly as the squares of the diameters, and inversely as the cubes of the diameters ; that is, (compounding these ratios) inversely as the diameters. PROP. XXXVI. When a body moves in an imperfect fluid which has tenacity, or the parts of which cohere, the resistance of any given portion of the fluid from this cause, is inversely as the velocity of the body ; the resistance, when the velocity is given, is as the quantity of fluid through which the body passes ; and the resistance is always as the time during which the body moves in the fluid. CHAP. IV. OF SPECIFIC GRAVITIES. 89 Case 1. Suppose such an imperfect fluid, as soft clay, divided into thin plates ; each plate having a certain portion of tenacity wilt continue to resist the body during the whole time in which it is passing through it; the resistance therefore will be less, the shorter time the bodv takes in passing through it. that is, the greater velocity the body moves with. And this is true concerning every plate which composes the fluid. Therefore the resistance arising from tenacity in a given quantity of fluid, is inversely as the velocity of the body which passes* through it. Case2. Again, the velocity of the body being given, the resistance which the body meete with, from what has been said, is also given, and will be as the number of plates or quantity of the fluid. Case 3. Lastly, when a body moves for a given time, the resistance (by the second case) is as the number of plates, that is, as the space through which it passes in a given time, that is, (by Book II. Prop. VI.) as the velocity directly. And (by the first case) the resistance is, on account of the tenacity, inversely as the velocity. Therefore as much as the resistance is increased on account of the velocity in one respect, so much it is diminished on account of the velocity in another; and consequently, whatever be the velocity of a body in such a fluid, the resistance which it meets with in a given time will be the same ; whence this resistance will be as the time in which the body moves in the fluid. CHAP. IV. Of the Specific Gravities of Bodies. DBF. V. Tbe density of a body is its quantity of matter when the bulk is given. DKF. VI. The specific gravity of a body is its weight, compared with that of another body of the same magnitude. Cor. 1. The specific gravity of a body is as its density. For the specific gravity of a body is the weight of a given magnitude, and the weight of a body (by Book II. Prop. XXIV. Cor.) is as its quantity of matter ; therefore the specific gravity of a body is as the quantity of matter contained in a given magnitude, that" is, as its density. COR. 2. The specific gravities of bodies are inversely as their magnitudes when their weights are equal. For by the last Cor. the specific gravities of bodies are as their densities, and their densities (from Def. I.) are inversely as their magnitudes when their weights are equal. Therefore the specific gravities are also inversely as their magnitudes when their weight* are equal. PROP. A. The weight of a body varies as its magnitude, and specific- gravity conjointly. For if the magnitude of any body is varied, its specific gravity remaining the same, the weight must be altered in the same ratio. And if the specific gravity vary while its magnitude 12 90 OF HYDROSTATICS. BOOK III. continues the same, the weight must also vary in the same ratio. Therefore the weight must vary as the magnitude and specific gravity conjointly. ' PROP. XXXVII. A fluid specifically lighter than another fluid will float upon its surface. For (by Book II. Prop. XXIV.) the lighter fluid will be less powerfully acled upon by the force of gravitation than the heavier ; whence, the heavier will take the lower place. EXP. 1. Let a small and open vessel of wine be placed within a large vessel of water ; the wine will ascend. 2. Let mercury, water, wine, oil, spirits of wine, be put into a phial in the order of their specific gravities ; they will remain separate. PROP. XXXVIII. The heights to which fluids, which press freely upon each other, will rise, are inversely as their specific gravities. Since (by Prop. VI.) the opposite parts of a homogeneous mass of fluid, in a curved tube or channel, press equally against each- other when they rise to the same height ; in order to preserve the pressure equal when the fluids on each side are different, that which has the least specific gravity, must proportionally rise above the level to preserve the balance ; and the reverse. EXP. Into the longer arm of a recurved tube, of equal bore throughout, and open at each end, pour such a quantity of mercury, that it shall rise in each arm about half an inch ; then pour water into the longer arm till the mercury is raised one inch above its former height; the specific gravities of these fluids will be inversely as the heights to which they rise. PROP. XXXIX. The force with which a body lighter than any fluid endeavours to ascend in that fluid, is as the excess of the specific gravity of the fluid above the solid. Hate 5. Fig. 19. Since ABCD, the fluid in a vessel, will be at rest (Prop. Ill ) when every p^rt of an imaginary plane SQ, under the surface of the floating body ptei, sustains an eq*ual pressure ; if the solid body be of equal specific gravity with the fluid, th'at is, weighs as much as a quantity of the fluid equal to it in bulk, and whose place it takes up, this imaginary plane being equally pressed by the solid, as if the same space were filled with fluid, the fluid will be at rest, and the solid will neither ascend nor descend. Consequently, if the body be specifically heavier than the fluid, that part of the plane which is directly under the solid being so much more pressed than, the other equal parts of the same plane as the solid body is specifically heavier than the fluid, the body must descend with a force equal to that excess ; and, on the contrary, if the body be specifically lighter than the fluid, that part of the plane which is directly under the solid being so much less pressed than the other equal parts of the same plane, as the body is specifically lighter than the fluid, it must be buoyed up with a force equivalent to the difference of their specific gravities. PROP. XL. Any fluid presses equally against the opposite sides of a solid body immersed in it. CHAP. IV. OF SPECIFIC GRAVITIES. 91 The opposite sides of the solid are at the same depth; and fluids at the same depth press Plate 1. equally. Thus the opposite sides RM, SN, of any body immersed in a vessel of water ACCD, Tl & 18 - are pressed equally 6y the surrounding fluid. COR. No motion of the solid will be produced by these opposite lateral pressures. PROP. XLI. A body immersed in a fluid is pressed more upward than it is downward, and the difference of these two pressures is equal to the weight of as much of the fluid as would fill the space which the body fills. The body MRNS being immersed in a vessel of water ABCD, its lower part MN must be plate 5. pressed upward just as much as the water itself at the same depth MNT would be if no solid Fi - 18 - were immersed. Now the water at any depth (by Prop. III.) is pressed as much upward as it is pressed downward. And at the depth MNT, the portion of this stratum MN, would, if the solid were away, be pressed downward by a force equal to the weight of the incumbent column of water EMNH. Therefore the force with which MN, that is, the lower part of the solid, is pressed upward, is equal to the weight of as much water as would fill the whole space EHMN. But the solid body RSMN is pressed downward by the weight of the column above it EHRS. Therefore the difference between the two pressures is the difference of the weights of the two columns of water EHMN, and EHRS; that is, the upward pressure upon the solid body RSMN exceeds the downward pressure, by a force equal to the weight of as ttiuch water as would fill the space RSMN, taken up by the solid body. The case will be the same, whatever is the figure of the body immersed. PROP. XLII. A body immersed in a fluid, if it is specifically heavier than the fluid, will sink. If the body RSMN is specifically heavier than the fluid, it weighs more than a quantity of plate 5. the fluid of the same bulk with it. Hence the column EHMN, consisting of the column of fluid Fi - ls - EHRS and the solid body RSMN, is heavier than the same column would be if it consisted wholly of water. But the upward pressure against MN is (by Prop. III.) equal to the down- ward pressure of the column of water EHMN, and therefore only sufficient to support the weight of that column. It cannot then support the weight of the heavier column, consisting of a fluid and a solid, EHMN ; and that part of this column which is specifically heavier than the fiuid, that is, the solid, will sink, with a force equal to the difference of the weights of the column of fluid EHMN, and the mixed column EHRS, RSMN. PROP. XLIII. A body specifically lighter than the fluid, in which it is immersed, will rise to the surface and swim. If th* solid RSMN be a body specifically lighter than water, the column EHMN will weigh Piate 5i less as it consists of the column of water EHRS and the solid RSMN, than if it consisted Fig-. 18. entirely of water. Consequently, the upward pressure upon MN, which is equal to the weight of the column of water EHMN, will be equal to more weight than that of the mixed column EHRS, RSMN; and therefore the lighter part of this column, that is, the solid body, will be carried upward with a force equal to the difference of the weights of the column of fluid EHMN, and the mixed column EHRS, RSMN. 93 OF HYDROSTATICS. BOOK III. PROP. XLIV. A body which has the same specific gravity with the fluid, in which it is immersed, will remain suspended in any part of the fluid. Plate 5. The body RMNS being of the same specific gravity with the fluid, the column EHMN presses downward with the same force, whilst this body makes a part of it, as if the column consisted wholly of water, that is, with a force equal to the upward pressure against MX. Therefore the body RSMN, having its lower surface MN, and in like manner all its parts, pressed by equal forces in opposite directions, will remain at rest. EXP. Let small glass images made hollow, and of specific gravity somewhat less than water, having a small orifice to receive water, swim in a large glass vessel nearly filled with water and covered over closely with a piece of bladder; by pressing the bladder with the hand, the air on the surface is compressed ; this pressure is communicated to the air in the images, which consequently receive a larger portion of water, and become in specific gravity as heavy as the water, or heavier, and either float in the water, or sink. PROP. XLV. A body specifically heavier than the fluid, in which it is immersed, may be supported in it by the upward pressure, if the pressure downward be takeu away; and a body specifically lighter than the fluid, in which it is immersed, will not rise in the fluid, if the upward pressure be taken away. Plate S. For, in the first case, the pressure which the solid RSMN sustains from the weight of the Fig. 18. fluid bfiiug removed, the solid may press downward with a force equal to, or less than, that of the column of fluid EHMN, that is, than that with which it is pressed upward, according to the degree of depth in the fluid at which the solid is placed. In the second case, as the upward pressure agains-t MN is diminished, the downward pres- sure of the mixed column EHMN becomes equal to, or greater than, the upward pressure, and the solid will either float in the fluid, or sink. EXP. For the first part of the proposition see Prop. HI. Exp. 2 n;\<\ 5. The second part may be thus confirmed. If a plane and smooth piece of hard wood, or of cork, be closely press- ed down by the hand upon the plane and smooth bottom of any vessel, whilst mercury is pouring into the vessel ; upon removing the pressure of the hand, the downward pressure of the mercury will prevent the wood from rising. PROP. XLVI. If a body floats on the surface of a fluid specifically heavier than itself, it will sink into the fluid till it has displaced a portion of fluid equal in weight to the solid. riate S. Let ptei be a body, floating on a liquor specifically heavier than itself, it will sink into it till Fig- 19- the immersed part, rnei. takes up the place of so much fluid as is equal to it in weight. For, in that case, ei, that part of the surface of the stratum upon which the body rests, is pressed with the same degree of force, as it would be, was the space rnei full of the fluid ; that is, all the parts of that stratum are pressed alike, and therefore the body, after having sunk so far into the fluid, is in equilibrio with it, and wiil remain ai rest. CHAP. IV. OF SPECIFIC GRAVITIES. 93 EXP. 1. Place a cube of wood on a small jar, exactly filled with water; a part of its bulk will be immersed, and will displace a quantity of the water ; take a cube out of the water, and put it into a scale, with which an empty vessel in the other scale stands balanced ; then pour water into that vessel till the equilibrium is restored ; that portion of water will fill up the jar in which the cube was placed. 2. Let a glass jar with a weight sufficient to make it sink in water to about two thirds of its length, be placed first in a large vessel of water, and afterward in one which is very little wider than the jar, and which has in it a small quantity of water, the jar will sink to the same depth in both vessels ; that is, till so much of the vessel is under water as is equal in bulk to a quantity of the fluid whose weight is equal to that of the whole vessel. COR. Hence arises a rule for estimating the specific gravities of fluids or solids. For, since (by this Prop.) the weights of the water displaced and of the solid are equal, their specific gravities are inversely as their magnitudes ; that is, the magnitude of the water displaced is to that of the solid, as the specific gravity of the solid is to the specific gravity of the fluid ; or (since the part immersed is equal in magnitude to the fluid displaced) the part immersed is to the whole, as the specific gravity of the solid to the specific gravity of fluid. Consequently, the greater portion of any given solid is immersed in any fluid, the less is the specific gravity of the fluid ; and with respect to solids, inverting the proposition, as the whole is to the part immersed, so is the specific gravity of the fluid to that of the solid ; whence, the greater is the portion of any solid immersed in a given fluid, the greater is its specific gravity. PROP. XL VII. A splld weighs less when immersed in a fluid than in open air, by the weight of a quantity of the fluid equal in bulk to the solid. If the body immersed were of the same specific gravity with the fluit', (by Prop. XLIV.) it would be supported in the fluid by the upward pressure. The fluid therefore sustains so mucli of the gravity of the body, or takes away so much of its weight, as is equal to the weight of that quantity of fluid which would fill the place taken up by the body. Or thus ; A body endeavours to descend by its whole weight ; but (as was shewn, Prop. XLl ) when it is immersed in a fluid, it is supported by a force equal to the weight of an equal bulk of that fluid. And since these two forces act in contrary directions, the weight which the body retains in the tluid will he the difference between them ; that is, it weighs as much less in the fluid than in the air, as the weight of a quantity of the fluid equal in bulk to the solid. EXP. Having provided a solid cylinder of lead which exactly fills a hollow cylinder of brass, place in one scale '.he hollow cylinder; under the same scale suspend by a string the solid cylinder, and balance the whole by weights ; then immerse the solid cylinder in water, and the equilibrium will be restored by filling up the hollow cylinder. REMARK. In strictness both the solid and fluid should he weighed in vacuo. The error, however, arising from the pressure of the air is very small, and may be neglected, unless where the body to be weighed is very light, and also where great precision is required. COR. 1. Hence the specific gravities of different fluids may be compared, by observing how much the same solid (specifically heavier than the fl lici-) loses of its weight in each fluid ; that fluid having the greatest specific gravity in which it loses most of its weight. 94 OF HYDROSTATICS. BOOK III. Exp. Let a cubic inch of wood, made sufficiently heavy to sink in water, be immersed successively in different fluids ; it will displace a cubic inch of the fluid in which it is immersed ; and since the cube (by Prop. XL VIII.) weighs less in the fluid, by the weight of a quantity of the fluid equal in bulk to the cube, its loss of weight will be the weight of a cubic inch of the fluid. COR. 2. The weights which bodies lose in any fluid are proportional to their bulks. EXP. 1. Two balls of equal bulk, one of ivory, the other of lead, will lose equal weight in water. 2. A piece of copper and a piece of gold being of equal weight in air, the gold outweighs the copper in water. COR. 3. If it be known what a cubic inch of any body loses in water, the solid content of any irregular mass of the same kind may be known, by observing how much more or less it loses, than a cubic inch would lose. Exp. Weigh a cubic inch and any irregular piece of wood of the same kind, and observe the difference of their weights. COR. 4. The weight of a solid body of the same specific gravity with the fluid, or of a portion of the fluid itself, suspended in the fluid, is not perceived, because this weight is sup- ported, and not because the gravity of the body is lost or destroyed. PROP. B. If a and 6 be the specific gravities of two fluids which are to be mixed together ; A and B their magnitudes, and c the specific gravity of the compound ; then A : B : : b c : c a, provided the magnitude of the compound be equal to the sum of the magnitudes of the parts when separate. Since (by Prop. A ) the weights of bodies are as their magnitudes, and specific gravities, conjointly, the weight of A = A x a, and that of B = B X b ; and the weight of the compound =s A + B X c ; but the weight of the compound must be equal to the sum of the weights of the two parts, A+Bxc=Axa+Bx&> therefore Ac-|-Bc=Aa+IMand Ac Aa=B6 Be ; conquent- ly A : B : : 6 c:c a. EXP. Let the specific gravity (to avoid fractions) of gold be 19, of silver 11, and of the compound 14; then the magnitude of the silver in the mixture is to that of the gold, as 19 14: 14 11 ::5 : 3. Con. Hence the solution of that problem which was investigated by Archimedes, in order to detect the fraud of the artist, who, instead of gold was suspected of having substituted silver, in the crown of Hiero, king of Syracuse. If the proportion of the weights of each body is required, the ratios of their magnitudes, and of the specific gravities, must be taken conjointly ; in this case the weights of A and B are as a x 6 c : b x c a; that is, the weight of the silver is to that of the gold, as 11 X 5 : 19 x 3 : : 55 : 57. SOHOL. We easily deduce from this chapter the methods of obtaining the specific gravities CHAP. IV. OF SPECIFIC GRATITES. of any bodies, taking rain water as a standard, a cubic foot of which being uniformly found to weigh 1000 avoirdupois ounces. The weight which a body loses in a fluid is to its whole weight, as the specific gravity of tha fluid is to that of the body ; where three terms of the proportion being given, the fourth is easily found. Ex. If a guinea weigh in air 129 grains, and on being immersed in water lose 7 of its weight, the proportion will be 7^:129:: 1000 to the specific gravity of a guinea. By this method the specific gravities of all bodies that siuk in water may be found. COR. 1. Hence if different bodies be weighed in the same fluid, their specific gravities will be as their whole weights directly, and the weights lost inversely. If a body to be examined consist of small fragments, they may be put into a small bucket and weighed ; and then if from the weight of the bucket and body in the fluid, we subtract the weight of the bucket in the fluid, there remains the weight of the body in the fluid. COR. 2. If the same body be weighed in different fluids, the specific gravity of the fluids will be as the weights lost. EXP. The loss of weight sustained by a glass ball in water and milk is respectively 803 and 831 grains ; therefore the specific gravity of water is to that of milk as 803 : 831 ; that is, as 1.000 : 1.034. By the same method, the specific gravity of water is to that of spirits of wine, as 1.000 to .857. TABLE OF SPECIFIC GRAVITIES. Platina (pure) Fine gold ... Standard gold A - Mercury ... Lead ... Fine silver ... Standard silver - Copper - Gun metal - Fine brass ... Steel - Iron Pewter .... Cast iron Load stone Diamond ... "White lead Marble .... Green glass Flint REMARK 1. The above table shews the specific weights of the various substances contained in it, and the absolute weight of a cubic foot of each body is ascertained in avoirdupois ounces, 23.000 19.640 18.888 Ivory Sulphur - ... Chalk - 1.825 - 1.810 1.793 14.019 Calculus humanus - 1.542 11.325 11.091 Lignum vitae Coal 1.327 - 1.250 10.535 9.000 Mahogany ... Milk 1.063 - 1.034 8.784 Brazil wood - 1.031 8.350 Box wood - - 1.030 7.850 Rain water - 1.000 7.645 Ice .... * .908 7.471 7.425 Living men ... Ash - .891 .800 4.930 3.517 Maple .... Beech .... - .755 .700 S.I 60 Elm .... - .600 2.705 Fir ... .550 2.600 Cork ... .240 2.570 Common air .001 T V 96 OF PNEUMATICS. BOOK III. PART II. by multiplying the number opposite to it by 1000 ; thus the weight of a cubical foot of mercury is 14019 ounces avoirdupois, or 8761b. REMARK 2. If the weight of a body be known in avoirdupois ounces, its weight in Troy ounces will be found by multiplying it into .91145. And if the weight be given in Troy ounces, it will be found in avoirdupois by multiplying it into 1.0971. REMARK 3. Mr. Robertson, late librarian to the Royal Society, was the gentleman who investigated the specific gravity of living men, in order to know what quantity of timber would be sufficient to keep a man afloat in water, supposing that most men were specifically heavier than river water, but the contrary appeared to be the case from trials which he made upon ten different persons, whose mean specific gravity was, as expressed in the table, 0.891, or about -Jth less than common water.* Phil. Trans. Vol. L. The scales made use of to determine the specific gravities of bodies, are, called the hydros- tatic balance. BOOK III. PART II. OF PNEUMATICS. CHAP. I. Of the Weight and Pressure of the Air. DBF. The Air, or Atmosphere, is that fluid which encompasses the earth. PROP. XLVI1I. The air has weight. This appears from experiment. Exp. 1. The air being exhausted, by an air-pump, from a glass receiver, the vessel will be held fast by the pressure of the external air. 2. If a small receiver be placed under a larger, and both be exhausted, the larger will be held fast, while the smaller will be easily moved. 3. If the hand be placed upon a small open vessel, in such a manner as to close its upper orifice, it will he held down with great force. 4. The upper orifice of an open receiver being closely covered with a piece of bladder, upon exhausting the receiver, the bladder will burst. 5. In the same situation a thin plate of glass will be broken. 6. Pour mercury into a wooden cup, closely placed upon the upper orifice of an open receiver ; when the air beneath is exhausted, the pressure of the external air will force the mercury through the wood, and it will descend in a shower. 7. On a transferrer let the air be exhausted from a long receiver 5 then let water b admitted through a pipe, by means of a cock ; the water will rise in &jet d'eau. * This must have been taken during inspiration, and the buoyancy of different individuals is probably very different. CHAP. I. OF THE WEIGHT AND PRESSURE OF AIR. 97 8. Fill a glass tube, about S feet long and closed at one end, with mercury ; then insert the open end in a vessel of mercury ; the mercury will remain suspended in the tube by the pres- sure of trie external air upon the surface of the mercury in the vessel ; when this pressure is removed, by placing the tube and vessel under a receiver, and exhausting the air, the mercury will sink in t!ie tube, and on re-admitting the air, will rise. 9. If the same immersed tube be suspended from the beam of a balance, the weight neces- sary to counterpoise it, exclusive of the weight of the tube, is equal to that of the mercury sustained in the barometer by the pressure of the atmosphere ; for the weight of the column of air incumbent upon the tube not being counterbalanced by the contrary pressure from below, which is employed in bearing up the mercury within the tube, must press upon the beam. 10. Let a barometer tube, instead of being hermetically sealed at the top, be closely covered with a piece of bladder ; the mercury will rise to the same height as in a common barometer: and on piercing the bladder with a needle, to admit the air, it will fall. SCHOL. Hence the pressure of the atmosphere on or near the surface of the earth is known ; the weight of any column of air being equal to the weight of the column of mercury, of the same diameter, supported in the barometer. And, since the height of this column varies with the weight of the atmosphere, the varieties in the weight of the atmosphere are known by the barometer. 1 1 . Let the air be exhausted from a glass vessel, and by means of a cock let the vessel be kept exhausted ; weigh the vessel whilst it is exhausted, and when the air is re-admitted ; the difference is the weight of so much air as the vessel contains ; whieh difference will be about 324 grains for a thousand cubic inches. PROP. XLIX. The air presses equally in all directions. EXP. 1 . Let a bladder, filled with air, be placed within a condensing receiver, the condensed '* air will make the bladder flaccid. . In a tall phial let an orifice be made about 3 inches above the bottom,- stop this orifice ; f through a cork in the neck of the phial insert a long tube open at each end ; and let its lower end be below the orifice in the side of the phial. The mouth of the phial being closed up about the tube, pour water into the tube till it is full. Upon opening the orifice, the water will be discharged till its surface in the tube is level with the orifice ; after which it will cease to flow, because the external lateral pressure of the air balances the perpendicular pressure upon the water in the tube. 3. If a glass vessel be filled with water and covered with a loose piece of paper, on inverting the glass, the water will be kept from falling by the upward pressure of the air. 4. If a vessel be perforated in small holes at the bottom, but closed at the top, the upward pressure of the air will keep the water within the vessel; as will appear by successively stop- ping and unstopping a small hole in the top of the vessel. 5. Two brass hemispherical cups put close together, when the air between them is exhausted, will be pressed together with considerable force. 6. A syringe being fastened to a plate of lead, and the piston of the syringe being drawn upward with one hand, whilst the lead is held in the other, the air, by its upward pressure, will drive back the syringe upon the piston; whereas if the loaded syringe be hung in a 13 98 OF PNEUMATICS. BOOK III. receiver, and the air be exhausted, the syringe and lead will descend/ but upon re-admitting the air, they will again be driven upward. 7. If a thin glass vessel, whose aperture is closed, be placed under the receiver of an air- pump, and the air exhausted from the receiver; the vessel will be broken by the pressure of air within. PROP. L. The pressure of the atmosphere varies at different altitudes. EXP. Put a glass tube, open at both ends, through a cork into a large phial containing a small quantity of coloured water; let the lower end of the tube be in tlie water ; and 1ft the cork and tube be closely cemented to the neck of the bottle. Tiien, blow through the tube, till the quantity of air within the phial is so increased, that the water will rise above the neck of the phial. Let this phial be placed in a vessel of sand, to keep the air within of the same temperature; the water will stand at different heights in the tube, according to the elevation of the place where it is placed ; from whence it appears, that the pressure of the atmosphere varies at different altitudes. COR. Hence the proportion of the specific gravity of air to that of water may be determined. If the difference in height of the two places where the above experiment is made be 54 feet, and that difference cause a difference of | of an inch in the height of the water; it follows, that a column of water of | of an inch, or -^ of a foot, is equiponderant to a column of air of 54 feet having the same base ; therefore the gravity of air to that of water, is as 54 to -j-'j-, or 864 to 1. In ascending the mountain of Snowden in Wales, which is 3720 feet perpendicular height, it was found that the barometer sunk 3 T 8 7 inches. See Art. Barometer, Prop. LV1I. PROP. LI. The force with which the wind strikes upon the sail of a ship, the velocity of the air, and the dimension of the. sail being given, will be as the square of the sine of the angle of incidence. PlateS. Let AD represent the sail of a ship, with its edge toward the eje ; and let a circle be Fig. 16. drawn upon the centre K ; whence K will be the middle of the sail, and AD its length. If the wind blows perpendicularly against the sail, all the air included within the space FADG will strike upon it. But if the sail is inclined in tne position BE, all ttie air, which strikes upon it, is included within the space HBEI. If it were possible that the sail should be struck with the same quantity of air in the perpendicular position AD as in the oblique position BE, yet the quantity of the oblique stroke would be to the quantity of the direct stroke (by Book II. Prop. XVIII.) as the sine of incidence to the radius; that is, since (supposing LK drawn parallel to BH, the direction of the wind, and BC perpendicular to KL) BKL is the angle of incidence, and BL its sine, as BL to AK. Again, if it were possible that the oblique stroke of the wind upon the sail BE should be equal to the direct stroke upon AD ; yet, the column of air which strikes upon the sail directly, having AD for its base, and the column which strikes obliquely, having BC for its base, the quantity of air which strikes obliquely, is to that which strikes directly, as BC to AD, that is, as BL to AK; but the velocities in either case are supposed to be the same ; therefore the momenta, or forces with which the sails are struck, will be as the quantities of matter, that is, as BL the sine of incidence to AK the radius. CHAP. II. OF THE ELASTICITY OF AIR. 99 Thus, the force with which the wind strikes the sail BE obliquely, is to the force with which it strikes an equal sail AD directly, as BL to AK on two accounts ; first, because an oblique ,,,, stroke is to a direct stroke in this ratio ; and secondly, because the quantity of air which strikes the oblique sail is to that which strikes the direct one in the same ratio. Consequently, upon both accounts together, the oblique force is to the direct one as BL x BL to AK x AK, or as the square of BL the sine of incidence to the square of AK the radius. But, the length of the sail, or AD being given, AK the radius is a given quantity. Therefore the force of the wind, in different obliquities of the sail, will be as BL, the square of the sine of incidence. CHAP. II. Of the Elasticity of the PROP. LII. The air is an elastic fluid, or capable of compression and expansion. Exp. 1. A blown bladder, pressed with the hand, will return into the form which it had before the pressure. 2. A flaccid bladder, put under a receiver, when the external air is exhausted, becomes extended by the elasticity of the internal air. 3. A bladder suspended within the receiver, with a small weight hanging from it which touches the bottom, when the external air is exhausted, by the expansion of the internal air, will raise the weight. 4. The bladder being put into a box, and a weight laid upon the lid, the weight, on exhausting the air, will be lifted up. 5. If a tube, closed at one end, be inserted at its open end in a vessel of water, the fluid in the tube will not rise to the level of the water in the vessel, being resisted by the elastic force of the air within the tube. On this principle the diving bell is formed. 6. If a bladder be inclosed in a glass vessel so closely that the air in the vessel without the bladder cannot escape, but the air within the bladder communicates with the external air through the neck of the vessel; the external air being exhausted, the bladder will be closely pressed by the air in the vessel ; and when the air is re-admitted, the bladder will be distended. 7. A shrivelled apple, under an exhausted receiver, will have its coat distended by the internal air. 8. In the u ame situation, the air contained in a fresh egg will expel its contents from an orifice made in its smaller end. 9. On green vegetables, an-1 other substances, placed in a vessel of water under a receiver, whilst the air is exhausting, bubbles will be raised by the expansion of the internal air. 10. Beer, a little warmed, will, from the same cause, whilst the internal air is exhausting, have the appearance of boiling. 11. Let a cylindrical piece of wood (made just specifically heavier than water by fastening to it a small plate of lead) be placed in a vessel of water unuer a receiver ; upon exhausting 490 OF PNEUMATICS. BOOK III. PART II. the air the wood will swim ; some particles of air escaping from the wood, and hereby dimin- ish its specific gravity. 12. Let a glass bulb, having a long neck, he put, with the neck downward, into a vessel of water; put the whole under a receiver, and exhaust the air; on re-admitting the air, that fluid, acting on the surface of the water in the vessel by its elasticity, will cause it to rise in the bulb, or, if the degree of exhaustion be great, nearly fill it. If the air be again exhausted from the receiver, the air, remaining in the bulb, by its elasticity will expel the water from the bulb. 13. Place a double transferrer upon the air-pump, with two receivers, exhaust one receiver ; then open the pipe between the two receivers ; and the air in the unexhausted receiver will, by its elasticity, be in part driven into the exhausted receiver; and both receivers will have equal portions of air; but this air will be rarer in both than the external air; whence both the receivers will be held fast by the external pressure. PROP. LIII. The elastic spring of the air is equivalent to the force which compresses it. If the spring with' which the air endeavours to expand itself when it is compressed were less than the compressing force, it would yield still farther to that force ; if it were greater, it would not have yielded so far. Therefore, when any force has compressed the air so that it remains at rest, the spring of the air arising from its elasticity can neither be greater nor less than this force, that is, must be equal to it. EXP. Let the air be exhausted from an open tube, whose lower part is inserted in a vessel containing a small quantity of mercury, and let the air within the vessel be prevented from escaping ; this air, by its elasticity, will force the mercury up the tube nearly to the height to which it would he raised by the pressure of the atmosphere. PROP. LIV. The space which any given quantity of air fills is inverse- ly, and its density directly, as the force which compresses it. Plate 5. EXP. Let there be a bent tube of the form nkg, open at n and closed at g. Let a small Fig. 20. portion of mercury be at the bottom fci. Then gi is filled with air compressed by the weight of the atmosphere, equivalent to the weight of a column of -mercury about 29 inches in height. If more mercury be poured into the orifice n, the weight of this mercury is an additional com- pressing force acting upon the air ig. Since (by Prop. V.) the columns of equal heights Ik, hi, balance each other, the air in the space gi is pressed both by the weight of the atmosphere and the column ml. If therefore ml be 29^- inches, the air in gi is pressed with double the weight of the atmosphere, or with two atmospheres; and it will be found, that it will be compressed into the space gh, half the space which the same quantity of air took up when it was pressed only with the weight of the atmosphere ; therefore the space is inversely as the compressing force. And its density (Def. V.) is inversely as its bulk, or the space filled by it. Since therefore, both the compressing force and the density of the air are inversely as the space, the density must be directly as the compressing force. PROP. C. The density of air being increased, the elasticity is increased in the same ratio. CHAP. II. OF THE ELASTICITY OF AIR. 101 For (!>y Prop. LIII.) the elasticity is equivalent to the compressing force ; and (by Prop. >UV.) the compressing force is as the density ; therefore the elasticity is as the density. Exp. 1. Condense the air within a glohular vessel, having a long neck, by blowing through the neck, the increased elasticity of the air within the vessel will force out water. 2. The glass bulb and vessel, used in Experiment 12, Prop. Lli. being placed within a condensing receiver, and the quantity of air in the receiver increased, water will rise into the bulb. 3. The quicksilver in the gauge of the condenser will be forced upward in the tube by increasing the density of the air. 4. Condense the air in different degrees in the condenser, and observe the gauge ; and note the different heights at which a column of mercury is supported by air of different degrees of density. PROP. L~V. The air consists of particles, which repel each other with forces which are inversely as the distances between their centres. An elastic fluid equally compressed in all directions must have all its particles at equal pi ate 5i distances from each other; for if the distances are unequal, where it is the least, the repelling Fig- 17. force will be the greatest, and the particles will move toward the side where there is less repulsion, till the forces become equal, that is, till the particles are equally distant, or the fluid becomes, every where of the same density. Suppose, then, two equal cubes of air, A and B ; it is manifest, from the nature of the cube, that the number of particles in the whole mass A is equal to the cube of the number of particles in the line de ; and, in like manner, that the number of particles in the mass B is equal to the cube of the number of particles in the line hi. And the density of these two equal cubes of air A and B will be as the number of particles contained in them. Therefore the density of the cube A is to the density of the cube B, as the cube of the number of particles in the line de to the cube of the number of particles in the line hi. But, since these lines de, hi, are of a given length, the number of particles in each will be greater, as the distances between their centres are less, that is, will be inversely as those distances. Whence, the cube of the number of particles in de, hi, will be inversely as the cube of the distance between their centres. And it has been shewn, that the density of the mass A is to the density of the mass B, as the cube of the number of particles in de to the cube ot the number of particles in At. Therefore the density of A is to the density of B inversely, as the cube of the distance between the centres of the particles. Also, in compressing any mass, A, every surface, as defg, is pressed closer to the surface next beyond it. And the repulsion of the surface defg against the surface next beyond it will be (all other circumstances being equal) as the number of repelling particles in that surface, that is, as the square of the number of particles in the line de. But the number of particles in the line de is inversely as the distance between their centres. Therefore the square ot the number of particles in de, that is, the number of repelling particles in the surface defg, that is, the repulsion of this surface against the next beyond it, is inversely as the square of the distance between the particles. Again, where the number of particles in each surface is given, if it be supposed that the particles repel each other with a force which is inversely as the distance Between their centres, since the surfaces are at the same distance from each other with the particles which compose them, the repulsion of the surfaces must be in the same ratio. 103 OF PNEUMATICS. BOOK III. PART II. Thus, the repulsion in the mass A is to that in the mass B, inversely as the distances of the particles, if only their approach to each other be considered. And it has been shewn that the repulsion is inversely as the square of these distances, if only the number of particles be considered. Therefore on both accounts taken together, the repulsion is inversely as the cube of the distance of the particles. And (by Prop. LIII.) the compression is as the repulsion ; therefore the compression is inversely as the cube of the distance of the particles. Now it was shewn above, that the density of A is to the density of B inversely as the cube of the distance of the particles. Therefore, when a fluid consists of particles which repel each other with forces inversely as the distances between (he centres of the particles, the density of the fluid will be as the compressing force. But it was shewn (Prop. LIV.) that the density of the air is as the compressing force. Therefore the air consists of particles which repel each other with forces which are inversely as the distances between their centres. SCHOL. From the doctrine of the elasticity of the air, the phenomena of sound may be explained. When the parts of an elastic body are put into a tremulous motion, by percussion, or the like, as long as the tremors continue, so long is the air included in the pores of that body, and likewise that which presses upon its surface, affected with the like tremors and agitations. Now, the particles of air being so far compressed together by the weight of the incumbent atmosphere as their repulsive forces permit, it follows, that those which are immediately agitated by the reciprocal motions of the particles of the elastic body, will, in their approach toward those which lie next them, impel these also toward each other, and hereby cause them to be more condensed than they were by the weight of the incumbent atmosphere, and in their return will suffer them to expand themselves again ; hence the like tremors and agitations will be propa- gated to them ; and so on, till having arrived at a certain distance from the body, the vibrations cease, being gradually destroyed by a continual successive propagation of motion to fresh particles of air throughout their progress. Thus it is that sound is communicated from a tremulous body to the organ of hearing. Each vibration of the particles of the sounding body is successively propagated to the particles of the air, till it reaches those which are contiguous to the tympanum of the ear, (a fine mem- brane distended across it) and these particles, in performing their vibrations, impinge upon the tympanum, which agitates the air included within it ; which being put into a like tremulous motion, affects the auditory nerve, and thus excites in the mind the sensation or idea of what we call sound. Now, since the repulsive force of each particle of air is equally dilTused around it every way, it follows, that when any one approaches a number of others, it not only repels those which lie before it in a right line, but the rest laterally, according to their respective situations ; that is, it makes them recede every way from itself, as from a centre. And this being true of everv particle, the tremors will be propagated from the sounding body in all directions, as from a centre ; and further, if they are confined for some time from spreading themselves by passing through a tube, will, when they have passed through : t, spread themselves from the end in every direction. In like manner, those which pass through a hole in an obstacle, they meet in their way, will afterward spread themselves from thencej as if that was the place where they be- gan ; so that the sound will be heard in any situation whatever, that is not at too great a distance. The Utmost distance, at which sound of any kind has been heard, is about 200 miles, which, CHAP. II. OF THE ELASTICITY OF AIR. 108 is said to have been observed in the war between England and Holland, in the year 1672. The watch words, Jill's u-ell, given at New Gibraltar, was heard at the Old, a distance of 12 miles. In both these cases, the sound passed over water, which, with respect to conducting sound, is of the greatest consequence. By an experiment made on the river Thames, a person was distinctly heard to read at the distance of 140 feet on the water, on land at that of 76 ; in the latter case no noise intervened, hut in the former there was some occasioned by the flowing of the water against the boats. Watermen observe, that when the water is still, the weather calm, and no noise intervene, a "hisper may be heard across the river. After water, stone may be reckoned the best conductor of sound. Brick has nearly the same properties as stone. Since the repulsive force with which the particles of air act upon each other, is reciprocally as their distances (by Prop. LV.) it follows, tliat when any particle is removed out of its place by the tremors of a sounding body, or the vibrations of those which are contiguous to it, it will be driven back again by the repulsive force of those toward which it is impelled, with a velocity proportional to the distance from its proper place, because the velocity will be as the repelling force. The consequence of*this is, that, let the distance be groat or small, it will return to its place in the same time ; for the time a body takes up in moving from place to place will always be the same, whilst the velocity it moves with is proportional to the distance between the places. The time therefore in which each vibration of the air is performed, depends on the degree of repulsion in its particles, and BO long as that is not altered, will be the same at all distances from the tremulous body ; consequently, as the motion of sound is owing to the successive propagation of the tremors of a sounding body through the air, and as that propagation depends on the time each tremor is performed in, it follows, that the velocity of sound varies as the elasticity of the air, but continues the same at all distances from the sounding body. The velocity of sound, according to Mr. Derham, is at the rate of 1 142 feet in a second of time. Hence, with a stop watch, may be easily estimated the distance of thunder, for by multi- plying the number of seconds between the flash and clap of thunder by 1142, the distance is given in feet. Or thus, persons in good health have about 75 pulsations at the wrist in a minute, consequently in 75 pulsations, sound flies about 13 miles, that is, one mile in about six pulsa- tions. Example. On seeing the flash of a gun at sea, 54 pulsations at the wrist were counted before the report was heard, consequently the distance of the ship is * 5 4 = 9 miles. Moreover, since the undulatory motion of the air, which constitutes sound, is propagated in all directions from the sounding body ; it will frequently happen, that the air, in performing its vibrations, will impinge against various objects, which will reflect it back, and so cause new vibrations the contrary way; now, if the objects are so situated, as to reflect a sufficient number of vibrations hack to the same place, the sound will be there repeated, and is called an echo. And, the greater the distance of the objects is, the longer will be the time before the repetition is heard. And when the sound in its progress meets with objects, at different distances, suffi- cient to produce an echo, tbe same sound will be repeated several times successively, according to the different distances of those objects from the sounding body ; which makes what is called a repented echo. Echoes repeat more by nigl.it than in the dav. If the vibrations of the tremulous body are propagated through a long tube, they will be continually reverberated from the sides of the tube into its axis, and by that means prevented from spreading, till they get out of it; whereby they will be exceedingly increased, and the sound rendered much louder than it would otherwise be, as in the Speaking Trumpet. The difference of musical tones depends on the different number of vibrations communicated 104 OF PNEUMATICS. BOOK III. PART II. to the air, in a given time, bj the tremors of the sounding body ; and the quicker the succession of the vibrations is, the acuter is the tone, and the reverse. PROP. LVI. The elasticity of air is increased by heat. EXP. To the bottom of a hollow glass ball let an open bended tube be affixed. Let the lower part of the bended tube and part of the ball be filled with mercury ; the external surface will be pressed by the weight of the atmosphere ; and the internal surface will be equally pressed by the spring of the air, inclosed within the vessel. If the ball be immersed in bulling water, the increased elasticity of the included air will raise the mercury ii. the small tube. The same may be shewn by immersing in boiling water a tube, closed at one end, into which a small quantity of mercury has been admitted, inclosing a portion of air within the tube. SCHOL. 1. The wind is no other than the motion of the air upon the surface of the globe. The principal cause of the wind is, that the atmosphere is heated over one part of the earth more than over another. For, in this case, the wanner air being rarefied, becomes specifically lighter than the rest ; it is therefore overpoised by it and raised upward, the upper parts of it diffusing themselves every way over the top of the atmosphere ; while the neighbouring inferior air rushes in from all parts at the bottom ; which it continues to do, till the equilibrium is restored. Upon this principle it is, that most of the winds may be accounted for. Under the Equator, the wind is always observed to blow from the east point. For, sup- posing the sun to continue vertical over some one place, the air will be more rarefied there; and consequently, the neighbouring air will rush in from every quarter with equal force. But, as the sun is continually shifting to the westward, the part where the air is most rarefied, is carried the same way ; and therefore the tendency of all the lower air, taken together, is greater that way, than any other. Thus the tendency of the air toward the west becomes general, and its parts impelling one another, and continuing to move till the next return of the sun, so much of its motion, as was lost by his absence, is again restored, and therefore the easterly wind becomes perpetual. On each side of the Equator, to about the thirtieth degree of latitude, the wind is found to vary from the east point, so as to become north-cast on the northern side, and south-east on the southern. The reason of which is, that as the equatorial parts are hotter than any other, both the noithern and southern air ought to have a tendency that way ; the northern current, there* fore, meeting in this passage with the eastern, produces a north-east wind on that side ; as the southern current, joining with the same, on the other side the Equator, forms a south-east wind there. This is to be understood of open seas, and of such parts of them as are distant from the land ; for near the shores, where the neighbouring air is much rarefied, by the reflection of the sun's heat from the land, it frequently happens otherwise ; particularly on the Guinea coast, the wind always sets in upon the land, blowing westerly instead of easterly. This is because the deserts of J)frica lying near the Equator, and being a very sandy soil, reflect a greater degree of heat into the air above them ; which being thus rendered lighter than that which is over the sea, the wind continually rushes in upon the land to restore the equilibrium. That part of the ocean, which is culled the Rains, is attended with perpetual calms, the wind scarcely biowiii<; sensibly either one way or otiier. For this tract being placed between the westerly wind blowing from the ocean toward the coast of Guinea, and the easterly wind CHAP. II. OF THE ELASTICITY OF AIR. 10* blowing from the same coast to the westward thereof, the air stands in equilibrio between both, and its gravity is so much diminished thereby, that it is not able to support the vapour it con- tains, but lets it fall in continual rain, from whence this part of the ocean has its name. There is a species of winds, observable in some places within the Tropics, called by the sailors Monsoons, or Trade Winds, which, during six months of the year, Wow one way ; and the remaining six the contrary. The occasion of them in general is this; when the sun approaches the northern Tropic, there are several countries, as Arabia, Persia, India, &c. which become hotter, and reflect more heat than the seas beyond the Equator, which the sun has left ; the winds therefore, instead of blowing from thence to the parts under the Equator, blow the con- trary way ; and when the sun leaves those countries, and draws near the other Tropic, the winds turn about, and blow on the opposite point of the compass. From the solution of the general trade winds, we may see the reason, why, in the Atlantic ocean, a little on this side the thirtieth degree of north latitude, there is generally a west, or south-west wind. For, as the inferior air, within the limits of those winds, is constantly rushing, toward the Equator, from the north-east point, or nearly so, the superior air moves the contrary way; and therefore, after it has reached these limits, and meets with air, that has little or no tendency to any one point more than to another, it will determine it to move in the same direction with itself. In our own climate, we frequently experience, in calm weather, gentle breezes blowing from the sea to the land, in the heat of the day; which phenomenon is very agreeable to the principle laid down above ; for the inferior air over the land being rarefied by the beams of the sun, reflected from its surface, more than that which impends over the water, the latter is constantly- moving on to the shore, in order to restore the equilibrium, when not disturbed by stronger winds from another quarter. From what has been observed, nothing is more easy than to see, why the northern and southern parts of the world, beyond the limits of the trade winds, are subject to such variety of winds. For the air, upon account of the lesser influence of the sun in those parts, being unde- termined to move toward any fixed point, is continually shifting from place to p!ace, in order to restore the equilibrium, whenever it is destroyed, by the heat of the sun, the rising of vapours or exhalations, tiie melting of snow upon the mountains, or other circumstances. EXP. Fill a large dish with cold water ; into the middle of this put a water plate filled with warm water. The first will represent the ocean ; and the other an island rarefying the air above it. Blow out a wax candle, and if the place be still, on applying it successively to every side of the dish, the smoke will be seen to move toward the plate. Again, if the am'.ient water be warmed, and the plate filled with cold water, let the smoking wick of the candle be held over the plate, and the contrary will happen. SOHOL. 2. Heat expands all bodies, solid as well as fluid. EXP. 1, 2. Water may be rarefied into steam, and will become exceedingly elastic, acting with great power, as in the eolipile, and in steam engines. See Art. X. Prop. LVH. 3. Metals expand by heat, and the degrees of their expansion are measured by the PYRO- METER, winch is an instrument invented to render the smallest expansions sensible. Various machines have been contrived for this purpose, by Ferguson, Dessaguliors, Ue Luc, rlate 12> &c. but the general principle may be thus illustrated. Let abc be a lever, whose fulcrum is b, Fig-. 13.' 14 106 OF PNEUMATICS. BOOK III. PART II. acting upon another lever cde, whose fulcrum is d ; this again acts upon a third lever rfg. whose fulcrum is/, and let x be a metallic rod, one end of which rests against an immoveable obstacle P, and the other end against the lever abc, at a. If a lamp be put under this rod, the heat will increase its length, and put the levers in motion. Now by the principle of the lever, Vel. of a : Vel. of c : : ab : be Vel. of c : Vel. of e : : cd : de Vel. of e : Vel. of g : : ef :fg. Therefore Vel. of a : Vel. of g : : ab x cd x ef : be x de X fg. Hence, if ab, cd, ef, be small in proportion to be, de,fg, a trifling increase in the length x will produce a very considerable motion in the point g, which may be measured upon the graduated arc yz. Ex. If ab, cd, ef, be each equal to 1, and be, de, fg, each equal to 15, then if the rod increase but the 3375th part of an inch, the point g will describe 1 inch ; consequently by dividing each inch in the graduated arc into 20 parts, an expansion in the rod of less than a 60 thousandth part of an inch easily becomes visible. Mr. Ferguson found the expansion of metals to be in the following proportion; iron and steel 3; copper 4j- ; brass 5; tin 6; and lead 7. An iron rod 3 feet lonjr, is about ^ of an inch longer in summer than m winter. See Ferguson's first Lecture and Supplement ; Uessagu- lier's Exp. Phil. Chamber's Cyclopaedia, by Dr. Rees. 4 Mercury expanding or contracting by an increase or decrease of heat in the air, is made the measure of heat in thermometers. See Art. VIII. Prop. LV11. SCHOL. 3. It is found by experiment, that air is necessary to the existence of sound, of animal life, of fire, and of explosion. Exp. 1. Let a bell ring under an exhausted receiver, and in a condenser. 2. Let a lighted caudle be extinguished under a receiver. 3. Let gunpowder fall upon red hot iron placed within an exhausted receiver. SCHOL. 4. The elasticity of the air affords a method of determining the depth of the sea where a line cannot be used. A wine glass immersed in water with its mouth downward will not become filled, because the spring of air will prevent the water from entering beyond a certain point. The diving bell is constructed on this principle. PROP. LVII. To explain the nature and use of sundry Hydraulic and Pneumatic Instruments. I. The SYPHON. Plate 5. Let DEC be a bended tube, having one leg longer than the other. This instrument, used fig 23. f or Drawing ofl' liquors, is called the syphon. If the shorter leg of the tube be inserted in a vessel of fluid, and if by sucking with the mouth a vacuum be produced in the tube, or if the tube be filled with the fluid before it is used, the fluid will run off' from the vessel. The cause of which may be thus explained ; the orifice C, of the longer leg, is exposed to the pressure of the atmosphere ; also, since the fluid within the shorter leg is supported by the surrounding CHAP. II. OF THE ELASTICITY OF AIR. 107 fluid in the vessel, the pressure upon the orifice D is that of the atmosphere. The two equal orifices are then acted upon by equal pressures ; the difference of the lengths of the columns of atmosphere being too small to cause anj perceptible difference in their pressure. But these equal pressures are counteracted by the pressures of two unequal columns of fluid ED, EC. If, therefore, the pressures of the columns of atmosphere be more than sufficient to balance those of the columns of fluid, that which acts with the lesser force, that is, the lesser column DE, is more pressed against the column CE, than the column CE is pressed against DE at the vertex E. Consequently, the column EC must yield to the greater pressure, and flow off through the orifice C. EXP. 1. Draw off water by a syphon. 2. Whilst mercury is passing off from a vessel by a syphon, let the air be exhausted from the vessel, and the fluid will cease to run. 3. Intermitting fountains are natural syphons. II. The SYRINGE. Let a hollow cylindrical tube have a small orifice at one end ; at the other end insert a solid cylinder so exactly fitted to the tube, that no air can pass along its sides, and fix a handle to the solid cylinder. If that end of this instrument which has the smaller orifice, be inserted in water, and the solid cylinder, or piston, be drawn back, a vacuum will be produced within the syringe ; and the pressure of the atmosphere on the surface of the water, meeting with no opposite pressure, will force the water into the tube, from whence it may be forcibly expelled, by pushing down the piston. III. The COMMON PUMP. In this useful instrument, a handle, acting upon a pin as a lever of the first kind, draws up pi a t e 5. a piston AD, fitted to the shaft or barrel of the pump, as described in the syringe. This piston F> 21. has a hole, over which is a valve of leather, loaded with lead, opening upward. Toward the lower part of the shaft is inserted a plug C, which also has in it a hole, and a valve which opens upward. When the piston, or sucker, is drawn up from the plug, a vacuum is produced in the shaft between D and C, into which the air contained in the lower part of the pipe expands itself. By repeated strokes the air escapes through the upper valve, and the vacuum becomes so perfect, that the external air, pressing without counteraction, upon the surface of the water, in the well or reservoir in which the shaft is supposed to be inserted, forces the water through the valves at C and D, into the space AD ; from whence it is prevented from return- ing downward, by the valves, which are closely pressed down by the incumbent fluid. If therefore the handle he repeatedly lifted up, the column of water will increase upon every stroke, till it ris.es to the level of the spout, and is discharged. But if the height be more than 34 feet, the water cannot be raised ; for such a column is equal to the weight of a column of the atmosphere of the same diameter. IV. The FORCING PUMP. In this pump, the piston is one entire cylinder, as in the syringe. The water is raised into pi ate 5. the pipe between A and D, as in the common pump ; from hence it is forced, by tke downward Fi S- 32, 108 OF PNEUMATICS. BOOK III. PART II. pressure of the piston, or forcer, through a tube inserted in the side of the main shaft. In this side-tube a valve is inserted at E to prevent the water from returning, and when a sufficient quantity is raised, it is discharged by the spout. The common engine for extinguishing fires consists of two such forcing pumps, which con- vey the water into a reservoir made air-tight, into which a pipe is inserted. As this reservoir fills witii water, the air within it is proportionally condensed, and therefore forces the water up a cylinder from which it is conveyed, at pleasure, by leathern pipes. V. The CONDENSER. This instrument, which is used to force air into any vessel, is a syringe, having a solid piston, and a valve in the lower part of its barrel which opens downward. By thrusting down the piston, the air is forced through the valve, which is afterward held close by the elasticity of the condensed air. When the piston is lifted up, a vacuum is produced, till it is raised above a small hole in the barrel, when the air rushes in, and is again discharged through the valve. ARTIFICIAL FOUNTAINS are formed by the help of a condenser, which throws any quantity of air into a vessel in part filled with water; which, by its elasticity, forces the water up into pipes from which it is conveyed at pleasure. The AIR-GUN is an instrument, in the form of a gun, by which a quantity of condensed air is suddenly set free, and drives a ball through the barrel with great force. VI. The AIR-PUMP. Plate 12. This instrument, the use of which is to exhaust the air from any vessel, has two strong r>s ' 12- barrels A, A, which communicate with a cavity in D ; within each of which, near the bottom, is fixed a valve opening upward, and two pistons, one in each barrel, having a valve which like- wise opens upward. These pistons are moved hy means of a cog wheel in the piece TT, to the axis of which the handle I) is fixed, and whose teeth catch in the racks of the pistons CC, and move them upward or downward. PQR is a circular brass plate, having at its centre the orifice K of a concealed pipe that communirates with the cavity. In the piece D at V is a screw that closes the orifice of another pipe, for the purpose of admitting the external air when required. Upon W is placet! the short barometer gauge for the purpose of shewing the degrees of exhaustion. When the handle is turned, one of the pistons is raised, ancf a vacuum produced in its barrel. By means of the pipe, which passes from the orifice K in the plate upon which the receiver LM, or vessel to be exhausted, stands, to the part of the barrel beneath the lower valve, the air con- tained in the receiver, communicating with the bairel, raises the lower valve by its elastic spring, and expands into the vacuum. Thus a part of the air in the receiver is extracted. By turning the handle the contrary way, the same effect is produced in the other barrel ; whiist the first piston, being depressed, the air which had passed from the receiver is compressed, and escapes through the valve in the piston. This operation is continued till the air is nearly exhausted from the receiver; for it can never be perfectly exhausted, since at each stroke only sue!) a part of the air which remained is taken away, as is to tiie quantity before the stroke, as the capacity of the barrel, to that of the receiver, pipe and bairel taken together? which may be easily proved in the following manner. Let II = the content of the receiver and pipe, B = the content of the barrel. If L = the quantity of air in R before the stroke, and I = the quantity exhausted by it ; and CHAP. II. OF TUB ELASTICITY OF AIR. 109 since, the piston being raised, the air is uniformly diffused through R and B, and that in iJ extracted by the stroke, consequently L : J : : R + B : B, or*:L::B:R + B; that is, the quantity of air extracted is to the quantity before the stroke, as the capacity of the barrel is to that of the receiver, pipe and barrel taken together. COR. 1. Let L, M, N, &c. be the quantities of air, before any successive strokes ; I, m, ft, &c. the quantities exhausted by each stroke ; and L : I : : R + B : B : : M : m : : N : n, &c. by division L : L I (M) : : M : M in (N) : : N : N n (O) &c. or L : M : : M : N : : N : O, &c. therefore L, M, N, &c. are in decreasing geometric progression, whose common ratio is that 2T ^\f of R + B : R. If R = 2B, then R + B : R : : 3 : 2, and M = , N = ^, &c. anil the quan- O O ties of air are equal to L, f L, L, -/ r L, &c. COR. 2. Since L : M : : I : m ; M : N : : m : n, &c. I, m, n, &c. are in a decreasing geo- metric progression, whose common ratio is that of R + B : R. If, as in the last Cor. 2/ 2?n R -{- B : R : : 3 : 2, then m = , = , &c. and the quantities of air exhausted by the succes- O i> sive strokes are I, \ I, I, -^ I, &c. COR. 3. If R be to B in any finite ratio as 3 : 2, the receiver can never be perfectly ex- hausted by any finite number of turns ; for let the number of turns be n, and Q the last remain- der, then Q = L x f | n , supposing L to be the quantity of air in the receiver at first ; and this quantity L x f I" is finite, since n is finite. VII. The BAROMETER. (1) If a glass globe be exhausted of air, and balanced at one end of a beam, upon admitting the air tbe globe preponderates. This experiment not only, in common with others beforemen- tioned, shews that the air has weight, but also what that weight is. The density of air was found, by Mr. Haukshee, to be 885 times less than that of water, when the barometer stood at 29J inches. Hence as a cubic inch of water weighs 253.18 grains Troy, a cubic inch of air weighs 0..^86 grains. And if mercury be 14 times heavier than water, the specific gravity of air is to that of mercury as 1 to 885 X 14 = 12390. (!) If a glass tube AB, of about 32 or 33 inches long, hermetically sealed at one end, be Plate 12. filled with mercury, and then inverted into a bason 1) of the same fluid, the mercury in the tube Fl &' 4 ' will stand at an altitude above the surface of that in the bason between 28 and 31 inches. A tube thus fillet!, and graduated from 28 to 31 inches, is called a barometer. The height of the mercury in the tube above the surface of the mercury in the bason is called the standard alti- tude, which, in this country, fluctuates between 28 and 31 inches; and the difference, between the greatest and least altitudes, is called the scale of variation. Now the mercury in the barometer tube will subside, till the column be equivalent to the weight of the external air upon the surface of the mercury in the bason, and is therefore a true criterion to measure that weight, and chiefly directed to that purpose, in order to foretell the changes in the weather. If each inch of the scale of variation AD, (fig. 5, made larger for the sake of perspicuity) be Plate 12* divided into ten equal parts, marked 1. 2, 3, increasing upward, and a vernier LM, whose &* length is yjths of an inch, be likewise divided into ten equal parts, increasing downward, and so placed as to slide along the graduated scale of the barometer, the altitude of the mercury in OF PNEUMATICS. BOOK HI. PART II. the tube, above tbe surface of that in tbe bason may be found, in inches and hundredth parts of an inch, by this process. If the surface E of the mercury in the tube do not coincide with a'division in the scale of variation, place the index of the vernier M even with this surface, and observing where a division of the vernier coincides with one of the scale, the figure in the vernier will show what hundredth parts of an inch are to be added to the tenths immediately below the index. If the surface of the mercury be between 6 and 7 tenths above 30 inches, and the index of the vernier being placed even with it, and the figure 8 upon the vernier coincide with a division upon the scale, the altitude of the barometer will be 30 inches T ^- and y^ of an inch. For each division of the vernier being greater than that of the scale by T ^ of an inch, (for the tenth part of a tenth of an inch is the hundred part of an inch) and there being eight divisions, the whole must be T f^ of an inch above the number 6 in the scale, and the height of the mercury is therefore 30.68 inches. COR. 1. Hence, if the atmosphere were homogeneous, its altitude would be easily found. For by the former part of this article, when the mercury stood at 29| inches, the density of the air was to that of mercury as 1 to 12390 ; consequently the altitude of a homogeneous atmos- phere would be equal to 12390 x 29' = 5.77 miles. The real height of the atmosphere may be determined from the beginning and end of twilight. See Book VII. Prop. XXXIX. COR. 2. The barometer has been applied to the measuring of the heights of towers, moun- tains, &c. Since 12390 inches of air, near the surface of the earth, is equal to one inch of mercury; 1239 inches, or about 103 feet of air, must be equal to -^ of an inch of mercury. Therefore if a barometer be carried up any great eminence, the mercury will descend -^ of an inch for every 103 feet that the barometer ascends. This corollary supposes that the atmos- phere near the surface of the earth is every where of the same density, which is so far from being true, that the conclusions drawn from the supposition deviate from fact even in small altitudes, as appears from the following observations made by Dr. Nettleton. Perpen. Altitudes. Lowest Station. Highest Station. Diff. Town of Halifax 102 29.78 29.66 0.12 Coal mine 236 29.50 29.23 0.27 Halifax-hill 507 30.00 29.45 0.55 See Abr. Phil. Trans. Vol. vi. M. De Luc, Sir George Shuckburgh, and General Roy,' have considered this subject very attentively, and have laid down certain rules, which, with proper corrections, on account of the difference of the temperature of the air, will hold good for all altitudes within our reach. See De Luc on the Modifications of the Atmosphere. Phil. Trans. Vol. LXXVII. COR. 3. When the mercury in the barometer stands at the altitude of 30 inches, the pressure of the air upon every square inch is rather more than 15lb. avoirdupois. Now, supposing the surface of a middle sized man to be 14J square feet, the pressure upon him, when the air is lighest, will be 13.2 tons, and when heaviest, it will be 14.3 tons, the difference of which is 2464lb. The difference of pressure must affect us in regard to our health and animal spirits, especially when the change takes place suddenly. For a description of the different kinds of barometers, see Parkinson's Hydrostatics, p. 97. CHAP. II. OF THE ELASTICITY OF AIR. VIII. The THERMOMETER. The thermometer is an instrument calculated for measuring the temperature of the air, and other bodies contiguous to it, as to heat and cold, being usually a cylindrical glass tube, contain- ing air, water, oil, spirits of wine, mercury, &c. which fluids are found to occupy different portions of the tube in different temperatures, and these portions being measured, exhibit the different expansions of the included fluid. AB represents a glass tube, whose end A is blown into a bulb ; this bulb and part of the tube ! ate 12 - being filled with quicksilver, the least change of the bulk of quicksilver, and consequently of the temperature of contiguous bodies, is shewn by the rise or fall of the surface in the tube, which is indicated by the scale ab affixed to the frame of the instrument. The thermometer chiefly used in Great Britain, is that constructed by Fahrenheit ; in which there are 180 divisions between the freezing and boiling water points, the freezing point being reckoned 32 above zero, or the commencement of the scale ; consequently the boiling water point is 21k. .* A good thermometer must possess the following properties ; the capacity of the tube should be very small and regular, and its upper end must be hermetically sealed. The empty space must be as free as possible from air. The scale must be well adjusted, and accurately divided according to the capacity of the tube. Thermometers with small bulbs, and tubes in proportion, are the most to be depended upon, for a large volume of mercury is not sufficiently sensible to the change of temperature. Since the thermometers of Fahrenheit and Reaumeur are those mostly in use, it will be often found convenient to be able readily to convert the degrees on Fahrenheit's scale into those of Reaumeur, and vice versa ; and as one degree on Reaumeur's scale is equal to 2.25, or to |> of Fahrenheit ; and as the former scale places the freezing point at zero, and the latter places it at 32; the* following canons will reduce the degrees on the one to the corresponding ones on the other. u f\^j 1. To convert the degrees of Fahrenheit into those of Reaumeur ; X 4 = R ; thus y the 167 of Fahrenheit answers to the 60 of Reaumeur. R x 9 2. To convert the degrees of Reaumeur to those of Fahrenheit ; [- 32 = F. Thus the 40 of Reaumeur answers to the 122 of Fahrenheit. See No. 4, Appendix to Lavoisier's Chemistry. It is evident, that the thermometers hitherto described, are limited in their extent. The mercurial thermometer extends no farther than the heat of boiling mercury, which answers to 6 )0 of Fahrenheit's scale ; but the heat of solid bodies in the state of ignition exceeds that of bjiling mercury. To remedy this defect, Mr. \Vedgewood has contrived a thermometer for measuring tiie higher degrees of heat, by means of a distinguished propeity of argillaceous bodies, viz. the diminution of their bulk by fire. This diminution commences in a dull red heat, and proceeds regularly as the heat increases, till the clay becomes vitrified. This thermometer, * The scale on Reaumeur's thermometer, which is principally used on the continent, begins at the freezing point, and proceeds both ways, from or zero. From freezing to boiling water are 80 degrees. For the construction, uses, &c. of this and several oilier thermometers, see Parkinson's Hydrostatics, p. 154169. OF PNEUMATICS. BOOK III. PART II. therefore, marks witli precision, the different degrees of ignition from the red heat visible only in the dark, to the heat of an air furnace. Its construction is extremely simple. It consists of two rulers fixed upon a flat plane, a little farther asunder at one end than at the other, leaving an '-open longitudinal space between them. Small pieces of alum and clay, mixed together, are made of such a size as just to enter at the wide end ; they are then heated in the fire along with the body, whose heat we wish to determine. The fire, according to the degree of heat it con- tains, contracts the earthy body, so that applied to the wide end of the gauge, it will slide on toward the narrow end, less or more, according to the degree of heat to which it has been exposed. Each degree of Mr. Wedgewood's thermometer answers to 130 degrees of Fahren- heit ; and the scale begins from 1077 of Fahrenheit. Hence the following TABLE. Fahrenheit's Wedgewood'* scale. scale. Extremity of Wedgewood's scale - 32277 - 240 Cast iron melts - - - 21877 - 160 Least welding heat of iron - 12777 - 90 Fine gold melts - 5237 - - 32 Fine silver melts - 4717 - 28 Brass melts ... - - 3807 - 21 Red heat fully visible in day light - 1077 - Red heat fully visible in the dark - 947 - - 1 MERCURY BOILS, also expressed oils - 600 Lead melts ------- 540 C Note. If these three metals be miced ,/- ft 1 together by fusion, in the proportion of 5, Bismuth melts - J 1 a, and 3, the mixture will melt in a heat Tin melts ....... 408 Lbelow boiling 1 water. Nitrous acid boils - Cow's milk boils - ... 213 WATER BOILS - - 212 Heat of the human body - - 92 to 99 Oil of olives begins to congeal ... WATER FREEZES and snow melts - Milk freezes - ... Urine and vinegar freeze .... Strong wine freezes - - A mixture of snow and salt freezes - - - to 4 MERCURY FREEZES - - - - - 39 or 40 Cold produced at Hudson's Bay, by a mixture of vitriolic acid and snow 69 IX. The HYGROMETER. The hygrometer is an instrument for measuring the degrees of moisture in the air; of which there are various kinds ; for whatever contracts, and expands by the moisture, and dry. ness of the atmosphere, is capable of being formed into a hygrometer. Such are most kinds of CHAP. II. OF THE ELASTICITY OF AIR. 113 wood ; catgut, twisted cord ; the beard of wild oat, &c. The following are very simple in their construction, and will serve to explain the principle of the instrument. 1. Stretch a catgut or a common cord, ABD, along a wall, passing it over a pulley B ; fixing 5 ' late 12. it at one end A, and to the other hanging a weight E, carrying a small index F. Against the same '*>' wall, fit a metal plate HI, divided into any number of equal parts, and the hygrometer is complete. For it is known, that moisture sensibly shortens catgut, cord, &c. and that as the moisture evaporates, they return to their former length. Hence the weight E, with the index, will ascend when the air is moist, and descend when it becomes drier ; and the divisions on the scale will shew the degrees of moisture or dryness. This hygrometer may be made more sensible and accurate by straining the catgut over several pullies placed in a parallel or any other position. 3. The sponge hygrometer is constructed as follows ; BC is the beam of a balance ; to the Plate 12. end B is hung a piece of sponge, so cut as to contain as large a superficies as possible, which %' 7 ' must be exactly balanced on the other side by another thread of silk D, on which is strung some very small leaden shot at equal distances, so adjusted as to cause an index E to point to G, the middle of the graduated arc FGH, (made large for distinction's sake) when the air is in a middle state between the greatest moisture and the greatest dryness. Under this silk, strung with shot, is placed a shelf I, for that part of the shot to rest upon which is not suspended. When the moisture imbibed by the sponge increases its weight, it will raise the index, and vice versa when the air is dry. To prepare the sponge, it may be proper first to wash it in water very clean, and, when dry again, dip it in water or vinegar in which there has been dissolved sal amoniac, or salt of tartar; after which let it dry again. Salt of tartar, or any other salt, or pot-ashes, may be put into the scale of a balance, and used instead of the sponge. X. STEAM ENGINE. The steam engine is a machine which derives its moving power from the elasticity and condensation of the steam of boiling water. The high importance of this machine to the mechanical arts of life, especially where immense powers are required, has given birth to many considerable improvements both in its consti uction and mode of operation. The following is a description of one of the earliest steam engines, which, as it exhibits the general principles of the machine, will be deemed sufficient in a work only introductory to science. A history of the steam engine, from its first construction by Capt. Savary, down to the present time, in which are included all the great improvements made by the ingenious Mr. Watt, of Birmingham, will be found in the Encyclopredia Brittannica, Vol. XVH. Part u. H represents the boiler on its furnace ; E the cylindrical vessel of iron, in which the piston p late ,} 2 ' OO moves up and down. The cavity between the piston and bottom of the cylinder is made air- tight. F is a cock to admit the steam into the cylinder. IK is a lever, attached to the piston at 1, and at K to the piston of the pump which works on that side. PQ is a solid piston moving in the pipe RM, and loaded with a heavy weight at P. ABC is the main pipe that receives the water forced from RM through a valve at C, opening outward. N is an air vessel communi- cating with the main pipe. At D is a valve opening upward, and at M is the water to be raised. The engine is represented at the end of a forcing stroke, which is likewise its position when at rest. Suppose the main pipe ABC to be filled with water, and the water in the boiler H to 15 OF PNEUMATICS. BOOK III. PART II. boil strongly. The cock F being opened, the steam rushes into the cylinder, and being much lighter than air, rises to the top, and expels the air though a valve in the bottom of the cylinder. F is then shut, and the cock G communicating with the main pipe is opened, which, by spouting cold water against the bottom of the piston, condenses the stream. A vacuum being thus obtained, the pressure of the atmosphere forces the piston down to the bottom of the cylinder ; the level- IK is moved, and the piston PQ with its weight is raised, and the water ascends in the pipe MR upon the principle of the common pump. The cock G being now shut, and F opened, the steam enters the cylinder, and counteracts the pressure of the atmosphere on the piston OO; consequently, the weight P prevails, and drives down the piston RQ, forcing the water through the valve C into the main pipe and its air vessel. The ue of the air vessel is to prevent the main pipe from bursting by the sudden entrance of the water ; for the air at N being elastic, gives way to the stroke, and its re-action during the time of elevating the piston PQ continues the motion of the water, so that its velocity is no more than half what it would have been if it had been impelled by starts, and rested during the raising of the piston. By opening the cock G, and shutting F, (which is done by a single operation) the steam is again condensed, the pressure of the atmosphere again prevails, and thus the work may be continued at pleasure. The power of some of the steam engines, constructed by Messrs. Boulton and Watt, is thus described as taken from actual experiment. An engine, having a cylinder of 31 inches in diameter, and making 17 double strokes per minute, performs the work of 40 horses, working night and day, (for which three relays, or 120 horses, must be kept) and burns 11,000 pounds of (Staffordshire coal per day. A cylinder of 19 inches, making 25 strokes of 4 feet each per minute, performs the work of 12 horses, working constantly, and burns 3700 pounds of coal per day. These engines will raise more than 20,000 cubic feet of water, 24 feet high, for every hundred weight of good pit coal consumed by them. XI. The HYDROMETER. Hate 12. The Hydrometer, an instrument usually applied to find the specific gravities of liquids, is Fig. 3. thus constructed ; AB is a hollow cylindrical tube of glass, ivory, copper, &c. joined to a hollow ball D, at the bottom of which is a smaller ball E, containing some quicksilver, or shot, by which the instrument is so poised, that it swims vertically in a liquid. The stem AB is gradu- ated in such a manner, that the figures exhibit the magnitudes of the parts below, and conse- quently, the specific gravities of the different fluids in which it descends to those figures. Thus if the parts immersed in water, and spirits of wine, be as 10 to 11.1, then the specific gravity of the water will be to that of the spirits of wine as 11.1 to 10. To make this instrument of more service, there has been added a little plate, or dish, at the top of the tube, upon which inay be placed weights, as convenience may require. For example ; if the whole instrument float, immersed in spirits to a certain point, it will require an additional weight to sink it to the same depth in water. Suppose the instrument to weigh 10 dwts. and to be adjusted to rectified spirits of wine, it will then require an additional weight of 1.6 dwt. to sink it to the same point in water. Consequently, the specific gravity of water is to that of rectified spirits of v/ine as 11.6 to 10, or as 10 to 8.6. BOOK IV. OF MAGNETISM. DBF. I. A HE earth contains a mineral substance which attracts iron, steel, and all ferruginous substances ; this is called a natural magnet. DBF. II. The same substance has the power to communicate its properties to all ferruginous bodies ; those bodies, after having acquired the magnetical properties, are called artificial magnets. Those magnets are alsu made without the assistance of the natural magnet, as will hereafter be shewn. * SCHOL. The property of attraction in the magnet was that by which it was first discovered. Every substance that contains iron, is more or less attracted by the magnet ; and so universally is this truly important metal disseminated ; that there are very few substances which are not in some degree capable of being attracted by the magnet. In this way iron is found to enter into the composition of animals, vegetables, minerals, and even into that of the atmosphere. On this subject, see Cavallo on Magnetism, Chap. vi. Part i. DBF. III. Those points in a magnet, which seem to possess the greatest power, are called tlie poles of the magnet. DBF. IV. The magnetical meridian is a vertical circle in the heavens, which intersects the horizon in the points to which the magnetical needle, when at rest, is directed. DBF. V. The axis of a magnet is a right line, which passes from one pole to the other. DBF. VI. The equator of a magnet is a line perpendicular to the axis, and exactly between the two poles. SCHOL. The distinguishing and characteristic properties of a magnet, are, (1.) Its attractive and repulsive powers. (2.) The force by which it places itself, when freely suspended, in a certain direction toward the poles of the earth. (3.) Its dip or inclination toward a point below the horizon. (4.) The property which it possesses of communicating the foregoing powers to iron and steel. lift OF MAGNETISM. BOOK IV. I)EF. VII. The direction of the dipping needle in any place is called the magnetical line. PROP. I. That mineral substance which is called the loadstone, or magnet, has the property of attracting iron ; but no other body whatever, unless it has a mixture of iron. EXP. 1. The action of the magnet on iron may be shewn on needles, steel filings, &c. 2. Let a needle be suspended from a loadstone, and a string passing through its eye be fastened to the beam of a balance placed under it 5 the degree of force with winch it is attracted, may be measured. SCHOL. Some philosophers have supposed that iron is not the only substance attracted by the magnet. Mr. Kirwan says, that nickel, when purified from iron, becomes more, instead of less magnetic, and acquires the properties of a magnet. Mr. Cavallo instituted a number of experiments, with a view of ascertaining whether any other bodies than ferruginous ones, were attracted by the magnet. After all, he does not decide positively on the question. PROP. II. The action, and re-action of the magnetic power, are mutual and equal. A piece of iron, or steel, or other ferruginous substance, being brought within a certain distance of one of the poles of a magnet, is attracted by it, so as to adhere to the magnet, and not to suffer itself to be separated without an evident effort. This attraction is also mutual, for the iron attracts the magnet, as much as the magnet attracts the iron ; since if they be placed on pieces of wood or cork, so as to float upon the surface of vvaier, it will be found that the iron advances toward the magnet, as well as the magnet advances toward the iron ; or, if the iron be kept steady, the magnet will move toward it. SCHOL. The strength of magnetic attraction varies according to different circumstances 5 such as, the strength of the magnet ; the weight and shape of the body presented to it ; the magnetic, or unmagnetic state of that body ; the distance between it and the magnet, &c. The attraction is strongest near the surface of the magnet, and diminishes as it recedes from it; the law of this diminution has not yet been ascertained. The four following experiments, accurately made by Professor Muschenbroek, will exhibit some of the irregularities respecting magnetic attraction. In these experiments, the magnet was suspended to one scale of an accurate balance, and under it there was successively placed on a table at different distances, another magnet, or piece of iron, and at each distance, the degree of attraction between the iron and the magnet was ascertained by weights put into the other scale.' The results were as follow ; BOOK IV. OF MAGNETISM. 117 Exp. 1. In this ex- EXP. 2. A spherical Exp. 3. Instead of EXP. 4. A globe of periment a cylindrical magnet, of the same di- the cylindrical magnet, iron of the same diam- magnet, weighing 16 ameter as the last, but the cylinder of iron was eter as the magnet, drams, was suspended of greater strength, was placed on the table, and was now placed on the to the scale ; and on the affixed to the scale, and under the globular mag- table. table a piece of iron of the cylindrical magnet net. the same shape and used in the preceding weight. experiment, was placed on the table. Dist. in Attract. Dist. in Attract. Dist. in Attract Dist. in Attract. inches. in grains. inches. in grains. inches. in grains inches. in grains. 6 - - 3 6 - - 21 6 - - 7 8 . - 1 5 - - - 3i 5 - - -27 5 - - -94 7 - - - 2 4 - - 44 4 - 34 4 - - 15 6 - ' - si 3 - - - 6 3 - - -44 3 - - 25 5 - - - 6 2 - - 9 2 - - 64 2 - 45 4 - - 9 1 - - - 18 1 - 100 1 - 92 3 - 10 - 57 - - 260 - - 340 2 - - 30 1 - - 64 290 COR. It appears from the second and third experiments, that, when in contact, a magnet attracts another magnet with less force than it does a piece of iron. This has been confirmed by many other experiments. But the attraction between the two magnets begins from a greater distance than between the magnet and iron ; hence it must follow a different law of decrement.* PROP. III. The attraction and repulsion of magnetism is not sensibly affected by the interposition of bodies of any sort except those which are ferruginous. EXP. 1. Suppose a magnet placed at an inch distance from a piece of iron requires an ounce of force to remove it, or, which is the same thing, suppose that the attraction toward each other is equal to one ounce ; it will he found that the same degree of attraction remains constantly unaltered, though a plate of other metal, glass, paper, &c. be interposed between the magnet and the iron, or though they be inclosed in separate boxes of glass or other matter. 2. Move steel filings placed on a brass plate, in water, &c. by holding a magnet under the vessel. 3. Sprinkle steel dust on a sheet of paper, under which is placed a magnet, or two magnets, having their poles opposite to each other, and at the distance of about an inch. 4. A needle under an exhausted receiver will be attracted at the same distance, as in the open air. SCHOL. 1. Heat weakens the power of a magnet; and a white heat destroys it entirely. Hence it appears, from this cause alone, besides others which may concur, the power of a magnet must be continually varying. SCHOL. 2. The attractive power of a magnet may be increased considerably by gradually adding more weight to it; for it is found that a magnet will keep suspended on one day a little * Mr Coulomb lias ascertained that the force of both magnetic and electric influence, like gravitation, is inversely as the square of the distance. 118 OF MAGNETISM. BOOK IV. more weight than it did the preceding ; which, additional weight being added to it on the follow- ing day, it will be found that the magnet can keep suspended a weight still greater, and so on, as far as to a certain limit. On the contrary, by putting a very small weight of iron to it, the magnet may gradually lose much of its strength. SOHOL. 5. Among natural magnets, the smallest generally possess a greater attractive power, in proportion to their size, than those which are larger. There have been natural magnets not exceeding 20 or 30 grains, which would lift a piece of iron that weighed 40 or 50 times more than themselves. A small magnet, worn by Sir I. Newton in a ring, weighing but about 3 grains, is said to have taken up 746 grains, or nearly 250 times its own weight. And Mr. Cavallo has seen one of 6 or 7 grains weight, which was capable of lifting a weight of SOO grains. But magnets of two pounds and upwards, seldom lift up ten times their own weight of iron. PROP. IV. The magnetic power may be communicated from the load- stone ; and from one piece of iron to another, which then becomes an artificial magnet ; and this communication of power is without apparent loss of power in the loadstone. EXP. 1. Take a bar of soft iron, about three feet long and one inch thick, (some kitchen pokers will answer for this experiment) and place it upright, or rather in the magnetical line. Then present a magnetic needle to the various parts of the bar from top to bottom, and the lower half of the bar will be possessed of the north polarity, capable of repelling the north, and of attracting the south pole of the needle, and the upper half is possessed of the south polarity. The attraction is strongest at the very extremities of the bar, it diminishes as it recedes from them, and vanishes about its middle point. If the bar is turned upside down, the south pole will become north, and the north will become the south pole. In the southern parts of the globe, the lower part is a south pole ; or more generally, the extremities of the bar will acquire the polarities corresponding to the nearest poles of the earth. If an iron bar be left a long time in the direction of the magnetic line, or even in a perpen- dicular posture, it will sometimes acquire a great magnetic power. Tongs, pokers, &c. by being often heated, and set to cool again in an erect posture, frequently acquire a considerable mag- netic virtue. Magnetism is often communicated to iron and steel by repeated blows of the hammer ; by some experiments of Mr. Cavallo, it appears that this effect is often produced on brass, hence it is necessary carefully to examine the brass before it is used in the construction of theodolites, &.c. hlat 13. 2. Place two magnets A and B in a right line, so that the nor*h end of the one is opposed to the south end of the other, and at such a distance that the bar to be touched may rest upon them. Take now two other bars. D and E, and apply the north end of D,* and the south end of E to the middle of the untouched bar C, elevating their other ends so as to make an acute angle with the said bar. Separate the bars D and E, drawing them different ways along the surface of C, but preserv- ing the same elevation ; then removing the bars D and E to the distance of a foot or more from The north ends of magnetic bars are generally marked with n cross or straight line, as are also the north ends of the horse-shoe, or any other shaped magnets. BOOK IV. OF MAGNETISM. 119 the bar C, and bringing the north and south ends into contact, and then apply them again to the middle of C. This process being repeated several times to each surface of the bar C, it will be found to have acquired a strong and permanent magnetism. 3. Take twelve bars, sis of soft steel, and six of hard, the former to be each three inches long, J of an inch broad, ^ of an inch thick; with two pieces of iron, each half the length of one of the bars, but of the same breadth and thickness. The 6 hard bars to be each 5 inches long, \ an inch broad, and -/ of an inch thick, with two pieces of iron of half the length but of the same breadth and thickness of one of the hard bars ; and let all the bars be marked with a line quite round them at one end ; then take an iron poker and tongs, or two bars of iron, the larger they are, and the longer they have been used, the better; and fixing the poker upright, or rather in the magnetical line, between the knees, hold to it, near the top, one of the soft bars, having its marked end downward, by a piece of sewing silk, which must be pulled tight by the left hand that the bar may not slide ; then grasping the tongs with the right hand, a little below the middle, and holding them nearly in a vertical position, let the bar be stroked by the lower end from the bottom to the top about 10 times on each side, which will give it a mag- netic power sufficient to lift a small key at the marked end ; which end, if the bar were sus- pended on a point, would turn toward the north, and is therefore called the north pole ; and the unmarked end, for the same reason, is called the south pole. Four of the soft bars being Plate 13. impregnated after this manner, lay the other two parallel to each other, at a quarter of an inch Vl S- 2t distance, between the two pieces of iron belonging to them, a north and a south pole against each piece of iron ; then take two of the four bars already made magnetical, and place them together so as to make a double bar in thickness, the north pole of one even with the south pole r | ate 13. of the other ; and the remaining two being put to these, one on each side, so as to have two '*' J north, and two south poles together, separate the north from the south poles at one end by the interposition of some hard substance I, and place them perpendicularly with that end downward on the middle of one of the parallel bars AC, the two north poles toward its south end, and the two south poles toward its north end. Slide them three or four times backward and forward the whole length of the bar; then removing them from the middle of this bar, place them on the middle of the other bar BD as before directed, and go over that in the same manner ; then turn both the bars the other side upward, and repeat the former operation ; this being done, take the two from between the pieces of iron ; and placing the two outermost of the touching bars in their stead, let the other two be the outermost of the four to touch these with ; and this process being repeated till each pair of bars have been touched three or four times over, which will give them a considerable magnetic power. When the small bars have been thus rendered magnetic, in order to communicate the mag- netism to the large bars, lay two of them on the table, between their iron conductors, as before ; then form a compound magnet with the six small bars, placing three of them with the north poles downward, and the three others with the south poles downward. Place these two parcels at an angle, as was done with four of them, the north extremity of the one parcel being put contiguous to the south extremity of the other, and, with this compound magnet, stroke four of the large bars, one after another about twenty times on each side, by which means they will acquire some magnetic power. When the four large bars have been so far rendered magnetic, the small bars are laid aside, and the large ones are strengthened by themselves, in the manner as was done with the small bars. 190 OF MAGNETISM. BOOK IV. To expedite the operation, the bars ought to be fixed in a groove, or between brass pins, otherwise the attraction anil friction between the bars will be continually deranging them, when placed between the conductors. This whole process may be gone through in about | an hour, and each of t'le large bars, if well hardened, will lift about 28 ounces Troy, and they are fitted for all the purposes of magnetism, in navigation and experimental philosophy. The half dozen being put into a case in such a manner as that no two poles of the same name may be together, and their irons with them as one bar, they will retain the virtue they have received ; but if their power should, hy making experiments, be ever so much impaired, it may be restored without any foreign assistance in a few minutes. This method of communicating magnetism was sent to the Royal Society by Mr. Canton, in the year IT 51. SCHOL. 1. The magnetic virtue may be readily communicated by the horse-shoe magnet, much in the same way as in the preceding experiment. SCHOI.. 2. A small compass needle may be touched by being put between the opposite poles of two magnetic bars. Whilst it is receiving the magnetism, it will be violently agitated, moving backward and forward as if it were animated ; and when it has received as much magnetism as it can acquire in this way, it becomes quiescent. Another method of communicating magnetism to a compass needle, is by means of the combined horse-shoe magnet, from the centre of which draw that half of the needle which is to have the contrary pole; from a considerable distance draw the needle over it again. This repeated twenty times or more, and the same for the other half, will sufficiently communicate the power. PROP. V. Two magnets having a free motion, will attract when differ- ent poles are directed toward each other, and repel when the adjacent poles are of the same name. EXP. A needle turning on its centre will be attracted or repelled by another, as different, or the same poles are brought near to each other. SCHOL. 1. If the magnetic powers are very unequal, or the two bodies are forcibly brought together, they will attract with the same poles. EXP. I. Suspend a magnet by a thread, and let a small needle be brought near it, making poles of the same name contiguous. 2. Bring two very unequal needles into contact at the same poles, suspended in the same manner, they will cohere. SCHOL. 2. The following experiments will shew the attraction of the magnet on ferruginous bodies which are not magnetic. Properly speaking, however, the magnet has no action upon unmagnetic bodies, for any ferruginous body becomes magnetic, on being presented to the magnet, and then is attracted by it. EXP. 1. Place a magnetic needle upon a pin stuck on a table, and when it stands steady, BOOK II. OF MAGNETISM. 1S1 place an iron bar 8 inches long, and an inch thick upon the table, so that one cud of it may be on one side of the north pole of the needle, and near enough to draw it a little out of its natural direction. In this situation approach gradually the north pole of a magnet to the other extremity of the bar, and you will see that the needle's north end will recede from the bar in proportion as the magnet is brought nearer to the bar. The reason of this phenomenon is, that, by the approach of the north pole of the magnet, in the first case, the extremity of the iron bar next to it acquires a south polarity, and consequently, the opposite extremity acquires a north polarity, by which the needle is repelled ; but in the second case, when the north pole of the magnet is brought near the bar, the end of the bar next to it acquires a south polarity, and the opposite end, acquiring the north polarity, causes the north end of the needle to recede. 2. Tie two pieces of soft iron wire, AB, AB, each to a separate thread AC, which join at Plate 13. top, and suspend them on a pin so that the wires may hang at some distance from the wall. '^' Then bring the marked end D of a magnetic bar just under them, and it will be seen that the wires repel each other more or less in proportion to the distance of the magnet. The same may be shewn by means of the south pole of the magnet. If the wires be of soft iron, they will, on removing the magnet, soon collapse ; but if steel wires, or two sewing needles be used, they will retain their magnetic virtue, and continue to repel each other. 3. Take four pieces of steel wire, or four common sewing needles, tie threads to them, and join them two and two, as in the last experiment; then bring the same pole of the magnet under both pairs, by which means they will acquire a permanent magnetism, and the wires of each pair will repel each other. After putting the magnet aside, bring one pair of the wires near the other pair, so that their lower extremities may be level, and the four wires will repel each other, and form a kind of square. 4. Strew some iron filings upon a sheet of paper laid on a table, and place a small artificial magnet among them, then give a few gentle knocks to the table with the hand, so as to shake the filings, and they will dispose themselves round the bar in the manner represented by the figure ; P j ate jg many particles clinging to one another, and forming themselves into lines, which, at the very Fig 6. poles, are in the same direction with the axis of the magnet; a little sideways of the poles they begin to bend, and then they form complete arches, reaching from a point in the north half of the magnet to a point in the other half, which is possessed of the south polarity. 5. Tie a thread to one end of a bit of soft iron wire AB, about four inches long, and suspend Plate 15. it freely ; let a bar of soft iron CD be so supported, as to have one of its extremities C Fig. *" about | of an inch distant from the lower extremity B of the wire. Bring now either pole of a strong magnet EF under it, and the end B of the wire will recede from C, because they are both possessed of the same polarity ; but if the magnet be applied to the upper part of the wire, in the situation Gil, then the end B of the wire will be attracted by the extremity C of the iron bar, because, supposing G to be the north pole of the magnet, C acquires a south polarity, and attracts the end B; because B being farthest from the north pole G, acquires also the north polarity. SCHOL. 3. Hence methods are easily devised to ascertain whether a body possesses any magnetism, and in case it does, to find out the poles. 16 OF MAGNETISM. BOOK IV. EXP. 1. To ascertain whether a body has any attraction toward the magnet. If the body contain an evident quantity of iron, it will be perceived as soon as His brought in contact with the magnet, as a certain force will he required to separate them. If the body be not sensibly attracted by the magnet in this way ; let it be placed, by means of a piece of cork or wood, upon some water, or mercury, in a common soup plate, in in which situation let a magnet be brought sideways to it, and the attraction will be manifest by the body coming toward the magnet. 2. To ascertain whether a given body has any magnetism. The only difference in this experiment from the last is, that instead of a magnet, must be used a piece of soft clean iron, about one inch long, and of half an ounce weight. 3. Jl magnetic body being given to find out itf> poles. Present the various parts of the surface of the magnetic body successively to one of the poles of a magnetical needle, and the parts possessed of a contrary polarity will be discovered by the needle's standing perpendicularly towards them. Then present the various parts of the surface of the same body to the other pole of the needle. DBF. VIII. There is a point between the two poles where the magnet has no attraction nor repulsion ; this point is called the magnetic centre, though it is not always exactly between the poles. PROP. VI. If a magnet be cut through the middle, or any way broken in two, each piece will become a complete magnet, and the parts which were contiguous will become opposite poles. Plate 13. EXP. 1. Take a magnetic bar AB, six or eight inches long, and i of an inch thick, having ' ' only two poles A and B. The magnetic centre of this bar will be in, or very near, its middle C. Now if. by a smart stroke of a hammer, part of the magnet be broken off as FB, it will be found that the part of the fragment contiguous to the fracture has acquired the contrary polarity, and a magnetical centre E will be generated. At first the magnetic centre of this fragment is nearer to the fracture F, but in time it advances toward the middle of the fragment. The original centre C of AF, after the fracture, will likewise advance nearer to the middle of it. 2. A steel bar, of the same size as that mentioned in the last experiment, being made quite hard, may be broken into two parts, and so pressed together as to appear whole. In this situa- tion it may be rendered magnetic by the application of very powerful magnets to its extremities; and the whole bar will be found to have two poles at its extremities, and one magnetic centre in its middle ; but if the parts be separated, each will be found to have two poles and a magnetic ceutre. COR. Hence it is seen that ; the magnetic centre may be removed ; it maybe removed also, by striking a magnetic bar, by heating it, by hard rubbing, &c. PROP. VII. Magnetism requires some time to penetrate through iron. EXP. Place a bulky piece of iron, weighing 40 or 50 pounds, so near a magnetic needle as to draw it a little out of its direction, apply one of the poles of a strong magnet to the other extremity of the iron, and several seconds will be required before the needle can be affected by BOOK IV. OF MAGNETISM. 123 it. The interval is greater or less according to the size of the iron and the strength of the magnet. DBF. IX. A magnet is said to be armed, when its poles are surrounded with plates of iron or steel. PROP. VIII. A magnet will take up much more iron when armed than it cau alone. As both magnetic poles together attract a much greater weight than a single one, and as the two poles of a magnet are generally in opposite parts of its surface, in which situation the same piece of iron cannot be adapted to them both at the same time; therefore it has been common, to place two broad pieces of soft iron to the poles of a magnet, and projecting on one side, because in that case, the pieces of iron beiug rendered magnetic, another piece of iron could be conveniently adapted to their projections, so that both poles may act at the same time. Those pieces of iron called the armature are generally held fast upon the magnet by means of a silver or brass box. Thus AB represents the magnet CD, CD represents the armature or pieces of Plate 13. iron, the projections of which are DD, and to which the piece of iron F is made to adhere. The fl S' 4- dotted lines represent the brass box having a ring E at top by which the armed magnet may be suspended. In this manner the two poles of the magnet, which are at A and B, are made to act at DD. For this purpose, and to avoid armature, artificial magnets have been constructed in the shape of a horse-shoe, having their poles in the truncated extremities. PROP. IX. A magnetical needle, accurately balanced on a pivot or centre, will settle in a certain direction, either duly, or nearly north and south, called the magnetical meridian. This is known by long eiperience. The directive power of the magnet is the most wonderful and useful part of the subject. By it mariners are enabled to conduct their vessels tbrough vast oceans in any given direction ; by it miners are guided in their works below the surface of the earth ; and travellers conducted through deserts, otherwise impassable. The usual method is to have an artificial magnet suspended, so as to move freely, which will always place itself in or near the plane of the meridian north and south ; then by looking upon the direction of this magnet the course is to be directed so as to make any required angle with it. Thus, suppose that a vessel setting off from any place in order to go to another which is due west of the former; in that case, the vessel must be so directed that its course may he always at right angles with the situation of the magnetic needle, the north end of which must be to the right hand. A little reflection will show how the vessel may be steered in any other direction. An artificial steel magnet, fitted for this purpose in a proper box, is called the mariners' compass, or sea compass, or, simply, the compass ; which instrument is too well known to need any par- ticular description. The mariner's compass, with the addition of sights, divided circles, &c. for observing azimuths, and amplitudes of the heavenly bodies, is called the azimuth compose. OF MAGNETISM. BOOK IV. DBF. X. The deviation of the horizontal needle from the meridian, or the angle which it makes with the meridian, when freely suspended in a horizontal plane, is called the declination or variation of the needle. PROP. X. There is generally a small variation in the direction of the magnetic needle, which differs in degree at different places and times. This is known by observing the different points of the compass at which the sun rises or sets, and comparing them with the true points of the sun's rising or setting, according to astronomical tables. Thus, if the magnetic amplitude is 80 eastward of -the north, aud the true amplitude is 82 toward the same side, then the variation of the needle is west. The variation may be estimated from the azimuths in the same way. SOHOL. I. A needle is continually changing the line of its direction, traversing slowly to certain limits toward the east and west. The first good observations, on the variations were made by Burrowes about the year 1580, when the variation, at London, was 11 15' east, and since that time the needle has been moving to the westward at that place ; also by the observa- tions of different persons it has been found to point, at different times, as in the following table. Years. Observers. Variation E. or W. Years. Observers. Variation E. or W. 1 o / 1580 Burrowes. 11 15 East. 1723 Graham. 14 17 West. 1622 Gunter. 5 56 1747 _____ 17 40 1634 Gellibrand. 4 3 1774 Royal Soc. 21 16 1640 Bond. 3 7 1775 Royal Soc. 21 43 1657 Bond. 1776 Royal Soc. 21 47 1665 Bond. 1 23 West. 1777 Royal Soc. 22 12 1666 Bond. 1 36 1778 Royal Soc. 22 20 1672 2 SO 1779 Royal Soc. 22 28 1683 4 30 1780 Royal Soc. 22 41 1692 6 00 By this table it appears, that from the first observation in 1580 till 1657, the change in the variation at London was 11 15' in 77 years, which, at a mean rate, is nearly 9' a year. And from 1657 to 1780, it changed 22 41', which is at the rate of 1 1' a year nearly. r 1550 1 8 East. At Paris the j 1640 3 Variation of , 1660 the Needle j in 1681 2 2 West. was 1759 1760 18 10 18 20 At St. Helena f the Variation! . of the Needle^ was 1600 1623 1677 1692 8 East. 6 40 1 West. Near the equator, in long. 40 east, the highest variation from the year 1700 to 1756, was 17 15' west ; and the least 16 30' W. In lat. 15 N. and long. 60 VV. the variation was constantly 5 E. In lat. 10 S. and long. 60 E. the variation decreased from 17 W. to 7 15' BOOK IV. OF MAGNETISM. 135 W. In lat. 10 S. and long. 5 W. it increased from 2 15' to 12 45' W. In lat. 15 N. and long. 20 W. it increased from 1 W. to 9 W. In the Indian seas the irregularities were greater, for in 1700, the west variations seem to have decreased regularly from long. 50 E. to long. 100 E; but in 1756 the variation decreased so fast, ihai there was east variation in long. 80, 85, and 90 E. and jet, in long. 95 and lOQo E. there was west variation. In the year 1775, in lat. 58 17' S. and long. 348 16' E. it was 16' W. In lat. 2 24' N. and long. 32 12' W. it was 14' 45" W. In lat. 50 6' 30." N. and long. 4 0' W. it was 19 28' W. SCHOL. 2. The variation of the needle is affected by heat and cold. The following is the result of observations made by Mr. Canton at different hours of the day, and also the mean variation for each month in the year. the Year. Morning Afternoon lination observed at different Hours of the The mean Vj same day. JUNE 27, 1759. Degrees of the Hours. Miii. Declin. West. Thermometer. r 18 12 2' 62 January 6 4 18 58 62 February 8 30 18 55 65 March 9 2 18 54 67 April 10 20 18 57 69 May Jl 40 19 4 68-- June July r o 50 19 9 70 August - 1 1 38 19 8 70 September j s 10 19 8 68 October \ r 20 18 59 61 November 9 12 19 6 59 December -11 40 18 51 57i 7 8 . 8 58 11 17 12 26 13 13 21 13 14 12 19 11 43 10 36 8 9 6 58 PROP. XI. A needle which, before it receives the magnetic power, rests on its centre parallel to the horizon, on becoming magnetical will incline toward the earth ; this is called the inclination or dip of the needle. EXP. Let a small dipping needle be carried from one end of a magnetic bar to the other : when it stands over the south pole, the north end of the needle will be directed perpendicularly to it ; as the needle is moved, the dip will grow less, and when it comes to the magnetic centre it will be parallel to the bar; afterward the south end will dip, and the needle will stand perpen- dicular to the bar when it is directly over the north pole. SOHOL. 1. This property of the magnetic needle was first discovered accidentally by Kobert Norman, a compass maker at RadcliS'e, about the year 1576. He Delates, that it being his custom to finish and hang up the needles of his compasses, before he touched them, he found that immediately after the touch, the north point would always dip or incline downward pointing in a direction under the horizon ; so that, to balance the needle again he was forced to put a piece of wax on the south end as a counterpoise. The constancy of the effect lid him to meas- ure the angle which the needle would make with the horizon, and he found it at London to be 71 50'. OF MAGNETISM. BOOK!\. It is not yet absolutely ascertained whether the dip varies at the same place ; it is now, ant! has been since the year 1772, about 72, according to several observations made by Mr. Nairne and the Royal Society. The trifling difference between the first observations of Mr. Norman, and these last of Mr. Nairne, &c. leads us to suppose that the dip is unalterable at the same place. It is certain, however, that the dip is different in different latitudes, and that it increases in going northward. It appears from a table of observations made with a marine dipping needle of Mr. Nairne, in a voyage toward the nortli pole in 1773, that In latitude 60 18', the dip was 75 0'. In latitude 70 45, the dip was 77 52. In latitude 80 12, the dip was 81 52. In latitude 80 27, the dip was 82 2|, See Phil. Trans. Vol. IA\. SCHOL. 2. The phenomena of the compass, and the dipping needle, and of the magnetism acquired by an iron bar in a vertical position, leave no room to doubt but that the cause exists in the earth. Dr. Halley supposed that the earth has within it a large magnetic globe, not fixed within to the external parts, having four magnetic poles, two fixed and two moveable, which will account for all the phenomena of the compass and dipping needle. This would make the variation subject to a constant law, whereas we find casual changes which cannot be accounted for upon this hypothesis. This the doctor supposes may arise from an unequal and irregular distribution of the magnetieal matter. The irregular distribution also of ferruginous matter in the shell may likewise cause some irregularities. Mr. Cavallo's opinion is, that the magnetism of the earth arises from the magnetic substances therein contained, and that the magnetic poles may be considered as the centres of the polarities of all the particular aggregates of the magnetic substances ; and as these substances are subject to change, the poles will change. Perhaps it may not be easy to conceive how these substances can have changed so materially, as to have caused so great a variation in the poles, the position of the compass having changed from the east toward the west about 33 in 200 years. Also the gradual, though not exactly regular change of variation, shows that it cannot depend upon the accidental changes which may take place in the matter of the earth, Mr. Churchman of America, says, there are two magnetic poles in the earth, one to the north and the other to the south, at different distances from the poles ot the earth, and revolv- ing in different times ; and from the combined influence of these two poles, he deduces rules for the position of the needle in all places of the earth, and at all times, past, present, or to come. The north magnetic pole, he says, makes a complete revolution in 426 years 77 days 9 hours, and the south pole in about 54J9 years. In the beginning of the year 1777, the north magnetic pole was in 7G 4' north latitude; and in longitude from Greenwich 140 east; and the south was in 72 south latitude, 140 east from Greenwich. BOOK Y. OF ELECTRICITY. DEF. I. 1 HE earth, aud all bodies with which we are acquainted, are supposed to contain a certain quantity of an exceedingly elastic fluid, which is called the electric fluid. SCHOL. This certain quantity belonging to all bodies, may be called their natural share; and so long as each body contains neither more nor less than this quantity, it seems to He dormant, and to produce no effect. DEF. II. When any body becomes possessed of more or less than its natural quantity, it is said to be electrified, and is capable of exhibiting appearances which are ascribed to the power of electricity. SCHOL. This equilibrium could never be disturbed, or, if it was disturbed, would be immediately restored, and therefore be insensible'; but that some bodies do not admit the pas- sage of the electric fluid through their pores, or along their surfaces, though others do. DEF. III. When a body has acquired an additional quantity of electric matter ; or lost a part of what naturally belonged to it, and it is at the same time surrounded by bodies through which it cannot pass, it must remain in that state, and is said to be insulated. PROPOSITION I. The ELECTRIC FLUID, being excited, becomes perceptible to the senses. EXP. 1. Let a long glass tube be rubbed with the hand, or with a leathern cushion ; the electric fluid, being thus excited, will attract light substances, and give a lucid spark to the finger, or any metallic substance, brought near it. The glass tube is called the electric, and all those bodies which are capable, by any means, to produce such effects, are called electrics. The hand, or any other body that rubs an electric, is called the rubber. 2. As the exciting of a tube is very laborious for the operator, and the electricity procured by that means is small in quantity ; globes and cylinders are used for this purpose. These, by a proper apparatus, are made to revolve on their axes, and a rubber of leather is applied to 128 OF ELECTRICITY. BOOK V. the equatorial parts of the revolving glass, which become electrical by the friction. The electricity of the globe, or cylinder, is received by a metallic conductor insulated on a glass supporter. ri!- te q 13 ' -^ c y'' n( l er or globe thus fitted up is called an electrical machine. C represents a glass cylinder about 1 foot in diameter and 20 inches long, which is turned by means of a wheel ; the rubber or cushion is supported behind the cylinder by two upright springs that appear beneath, and are fastened to two cross bars of glass. B is a metallic conductor, supported on two pillars of glass ; from the end nearest to the cylinder issue several points, and at the other end the ball E projects by means of a wire. Sparks given by the conductor of a machine of this construction and magnitude are from 12 to 14 inches long. A chain D must connect the rubber with the earth. SCHOL. 1. In all experiments in electricity the greatest care should be taken to keep every part of the apparatus clean, and as free as possible from dust ant! moisture. When the weather is clear, and the air dry, especially in clear frosty weather, the electrical machine will always work well. But in very hot, or damp weather, the machine is not so powerful. Before the machine is used, the cylinder should be first wiped very clean with a soft linen cloth ; and afterward with a clean hot flannel, or old silk handkerchief. Sometimes it will be necessary to apply to the rubber a very small quantity of amalgam made with one part of zinc, and four or five of mercury. SOHOL. 2. Respecting the theory of electricity, there are two different hypotheses, one that there is only one fluid, and the other that there are two. Dr. Franklin's hypothesis is the former, and it depends on the following principles, (i) That all terrestrial bodies are full of the electric fluid. (2) That the electric fluid violently repels itself, and attracts all other matter. (3) By exciting an electric the equilibrium of the electric fluid contained in it is destroyed, and one part contains more than its natural quantity, and the other less. (4) Con- ducting bodies, connected with that part which contains more electric fluid than its natural quantity, receive it, and are charged with more than their natural quantity ; this is called positive electricity ; if they be connected with that part which has less than its natural quantity, they part with some of their own, and contain less than their natural quantity ; this is called negative electricity. (5) When one body positively and another negatively electrified are connected by any conducting substance, the fluid in the. body which is positively electrified rushes to that which is negatively electrified, and the equilibrium is restored. These are the principles of positive and negative electricity The other hypothesis is, that there are two distinct fluids, which was suggested by M. Du Faye, upon his discovery of the different proper- ties of excited glass, and excited resins, sealing-wax, &c, The following are the principles of this theory. (1) That the two powers arise from two different fluids which exist together in all bodies. (2) That these- fluids are separated in non-electrics, by the excitation of electrics, and from thence they become evident to the senses, they destroying each other's effects when united. (3) When separated they rush together again with great violence, in consequence ot their strong mutual attraction as soon as they are connected by any conducting substance. These are the principles of vitreous and resinous electricity. PROP. II. The electric fluid passes easily along the surfaces of some bodies ; whilst other bodies do not convey it ; the former are called Con- ductors, the latter Non conduc(ors } or Electrics. BOOK V. OF ELECTRICITY. 1S9 EXP. The metallic cylinder being fixed upon glass supporters, and placed near the electric machine, will, by means of the pointed wires, receive the electric fluid from the glass cylinder, and the fluid will be diffused over the whole surface of the metallic cylinder, from whence it cannot pass through the glass supporters which are electric, but may be conveyed away by any metallic or other conducting substances, brought near, or into contact with it. This metallic cylinder is called the Prime Conductor, or the Conductor. PROP. III. Some conductors are more perfect than others; and the electric fluid passes through that which is most perfect. EXP. The fluid will pass through a wire held in the hand. SCHOL. 1. The following bodies are conductors and electrics, disposed in the order of their degrees of perfection : CONDUCTORS ; gold, silver, copper, brass, iron, tin, quicksilver, lead, the semi-metals, ores, charcoals, water, ice, snow, salts, soft stones, smoke, steam : NON-CONDUC- TORS, or ELECTRICS ; glass, and all vitrifications, even those of metals ; precious stones, resins, gums, amber, sulphur, baked wood, bituminous substances, wax, silk, cotton, feathers, wool, hair, paper, air, oil, hard stones. Many electrics become conductors, when heated, and all when moistened. SCHOL. 2. Glass vessels, made for electrical purposes, are often rendered very good electrics, by use and time, though they might be very bad ones when new. And some glass vessels, which had been long used for excitation, have sometimes lost their power almost entirely. Dr. Priestley mentions several instances of very long tubes which, when first made, answered the purposes of electricity admirably, but after a few months they have become almost useless. SCHOL. 5. An exhausted glass vessel on being rubbed shews no signs of electricity upon its external surface. But the electric power of a glass cylinder is the strongest when the air within is a little rarefied. If the air be condensed, or the cylinder be filled with some conducting substance, it is capable of being excited. Nevertheless a solid stick of glass, sealing- wax, sulphur, &c. may be excited. SCHOL. 4. The same substance, by different preparations, is sometimes a conductor, and at others an electric. A piece of wood just cut from a tree is a good conductor ; let it be baked, and it become? an electric; burn it to charcoal, and it is a good conductor ag.iiu ; lastlv, let this coal be reduced to ashes, and these will be impervious to electricity. Such changes are also observable in many other bodies ; and very likely in all substances there is a gradation from the best conductors to the best non-conductors of electricity. PROP. IV. Non-conductors retain the fluid on a small part of their surface where the friction has acted ; conductors diffuse it over all their sur- face, and therefore cannot confine it, unless they be surrounded entirely by non-conductors, or be insulated. EXP. Observe the partial distribution of the fluid on an excited electric, and its universal diffusion over a conductor. If a finger, or any other conductor, be presented to an excited glass, cylinder, tube, &c. it will receive a spark, and in that spark, a small part only of the electricity 17 OF ELECTRICITY. BOOK V. oi the electric; because the excited electric being a non-conductor, cannot convey the electri- city of all its surface to that point to which the conductor has been presented. But if any conducting substance be brought to a charged metallic conductor, it will receive in one spark nearly the whole of the electricity accumulated upon it. The small part which remains is very trifling in comparison of the first spark, and is called the residuum. DBF. IV. A body is said to be positively electrified, when it has thrown upon it a greater quantity of the electric fluid than its natural share. DBF. V. A body is said to be negatively electrified, when it has a less quantity of the electric matter than is natural to it. PROP. V. The electric fluid may be excited by rubbing, by pouring a melted electric into another substance, by heating and cooling, and by evapo- ration. EXP. 1. In working the electrical machine, the fluid is excited by friction. Rubbing is the general mean by which all electric substances that are at all excitable may be excited. Whether they be rubbed with electrics of a different sort, or conductors, they always shew signs of elec- tricity, and in general stronger when rubbed with conductors, and weaker when rubbed with electrics. 2. When sulphur is melted into an earthern vessel, if the vessel be supported by a conduct- ing substance, the sulphur, when cold and separated from the vessel, is strongly electrical, and will attract light bodies. 3. If sulphur be melted into glass vessels, when cold, the glass, whether supported by elec- trics or not, will be positively electrified, and the sulphur negatively. 4. Melted sealing-wax, when poured into sulphur, becomes positively electrified, and the sulphur negatively. 5. Melted sealing-wax poured into glass cups acquires a negative electricity ; upon being separated the glass is positive. 6. Sulphur, melted into cups, shows no signs of electricity till it is separated from the cup, when the cup is negative and the sulphur is positive. 7. If a stick of sealing-wax be broken into two pieces, the extremities that were contiguous will he found electrified, one positively, and the other negatively. 8. The tourmalin, a stone which is generally of a deep red, or purple colour, about the size of a walnut, and found in the East Indies, while kept in the same degree of heat, shows no signs of electricity, but will become electrical by increasing or diminishing its heat, and stronger in the latter than in the former case. (I.) Its electricity does not appear all over its surface, but only on two opposite sides, which may be called its poles, and they are always in one right line with the centre of the stone, and in the direction of the strata ; in which direction the stone is absolutely opaque, though on the other side it is semitransparent. (2.) Whilst the tourmalin is heating, one of its sides (call it A) is electrified plus ; the other (call it B) minus. But when it is cooling A is minus, and B is plus. (3.) If this stone be excited by friction, then both its sides at once may be made positive. (4.) If a tourmalin be cut into several parts, each piece will have its positive and negative poles, corresponding to the positive and negative sides of the tone from which it was cut. BOOK V. OF ELECTRICITY. 181 SCHOL. These properties are now found to belong to several hard and precious stones, as well as to the tourmalin. 9. Electricity may be produced by the evaporation of water in this manner ; Upon an insu. lating stand, as a wine glass, place an earthern vessel, as a crucible, a basin, &c. and put into it three or four lighted coals. Let a wire be put with one end among the coals, and with the other let it touch a very sensible electrometer. Then pour in a spoonful of water at once upon the coals, which will occasion a quick evaporation 5 and at the same time the electrometer will diverge. For a description of the electrometer, see Prop. XII. Schol. PROP. VI. The electric fluid may be lodged in electrics, or in insulated conductors, in a greater quantity than naturally belongs to them, or they may be positively electrified. EXP. In working the machine, the cylinder acquires more than its natural quantity of fluid by excitation, the conductor, by communication ; for, while there is a free conveyance of fluid from the earth to the rubber, by means of a conducting supporter, the conductor will be highly electrified. SOHOL. The electric matter with which the prime conductor is loaded, is not produced by the friction of the cylinder against the rubber. Jt is only collected bv that operation from the rubber, and all the bodies that are contiguous to it. If, therefore, the rubber be well insulated, the friction of the cylinder will produce but little electricity ; for in that case the rubber can only part with its own share, which is very inconsiderable. In this situation, if the finger be presented to the rubber, sparks will be seen to dart from it to the rubber, to supply the place of that electric matter which had passed from it to the cylinder; if the conductor be also insulated, these sparks will cease as soon as it is fully loaded. PROP. VII. The electric fluid being accumulated on any body will pass to any conductor brought near to the body ; if it pass from, or be received by, pointed wires, it wili be conveyed in a continued stream ; if it pass from, or be received by, a surface which has no sharp points, it will be discharged with an instantaneous explosion or spark. EXP. 1. Receive the fluid from the conductor upon a pointed wire, and upon a brass ball. 2. The fluid will be diffused through tKe surrounding atmosphere, by wires placed upon the conductor. COR. Hence arises the necessity of keeping the whole surface of the conductor free from points. SCHOL. When a conductor is electrified by communication, its whole electric power is dis- charged at once, on the near approach of a conductor communicating with the earth ; whereas an excited electric, in the same circumstances, loses its electric power only in the parts near to the conductor. 132 OF ELECTRICITY. BOOK V. PROP. VIII. If conductors be insulated, they will retain a greater or less quantity of the electric fluid (the power of the machine being given) pro- portional to the extent of surface in the conductor. EXP. Observe the difference in the magnitude and distance of sparks taken from a small conductor, and of those taken from a large one. There is a limit, beyond which this Proposition will not hold true, but which experiment has not yet ascertained. For it i* certain, that if the conductor be very long, it will discharge itself tfver the cylinder hack to the rubber long before it is fully charged. The late Mr. G. C. Morgan, whose memory will be ever dear to the editor of this work, asserts, that by the most powerful excitation of a cylinder 14 inches in diameter, the spark afforded by a conductor 8 inches in diameter, and 12 feet long, did not equal half the length of that procured from the same cylinder with a conductor of equal diameter but shortened to 6 feet And he thinks that a conductor of half that length even, and about 16 inches in diameter, would have yielded a longer spark than either of the preceding. See Morgan's Lect. on Elect. Vol. I. p. 54, &c. * PROP. IX. A body may be deprived of part of its natural portion of electric fluid, or be negatively electrified. EXP. If the rubber which communicates the fluid to the glass cylinder, and from thence to the conductor be insulated, because by working the machine a quantity of its fluid is conveyed away, and it cannot receive a fresh supply through its supporter, it will be in an exhausted or negative state. SOHOL. If negative electricity be required, then the chain which connects the rubber with surrounding objects, and consequently with the earth, the great reservoir of the electric fluid, must be removed from the insulated rubber, and hung to the prime conductor ; for in this case the electricity of the conductor will be communicated to the ground, and the rubber will appear strongly negative. Another conductor may be connected \\ith the insulated rubber, and then as strong negative electricity may be obtained from this as positive can be in the case before men- tioned. The patent machine of Mr. Nairne is admirably adapted for the purposes both of positive and negative electricity. PROP. X. When bodies are negatively electrified they receive the fluid from other bodies brought near them. EXP. 1. Let two insulated conductors, one of which is connected with the glass cylinder, the other with the rubber, be electrified ; whilst they are in this state let them be brought near each other; a spaik will pass from that which (by Prop. VI.) is positively, to that which (by Prop. IX.) is negatively electrified. 2. Let two persons standing on glass feet be electrified, first, both positively, or both nega- tively, they will not, on contact, communicate the fluid to each other; but let them be electrified, the one positively and the other negatively, by making a communication from one to the con- ductor, and from the other to the rubber, on contact, the former will give, and the latter receive a spark. BOOK V. OF ELECTRICITY. 133 PROP. XL From a pointed body positively electrified the fluid will be seen to stream out, toward any electrified body brought near it, in a conical pencil of rays ; whereas in passing from the uuekctrified body to a pointed body negatively electrified, it will form a globular flame, or star, about its point. EXP. I. Observe, in a dark room, the different appearances of the electric fluid at the extremity of a pointed wire, when the point is presented to an insulated conductor positively, and when it is presented to one negatively, electrified j or when sucli a wire is fixed upon a conductor positively or negatively electrified. 2. Within a luminous conductor electrified positively, (viewed in a dark room) the fluid will he seen passing in the form of a pencil from one wire, and received in the form of a star upon the other ; and the reverse if it be electrified negatively. PROP. XII. If two bodies be electrified, both positively, or both nega- tively, they repel each other; but if one be electrified positively, and the other be negatively or not at all electrified, they attract each other. EXP. 1. Light feathers, or hair, connected with the conductor, appear repellent, but are attracted by bringing any non-electrified body near them. 2. The hair of a person electrified becomes repellent. 3. In the graduated electrometer the ball is repelled according to the degree in which the conductor is electrified. 4. Downy feathers, paper figures, threads of flax, thistle down, gold leaf, brass dust, or other light bodies brought near to the conductor, are alternately attracted and repelled. This will not take place if the bodies be laid on a plate of glass. 5. Two bells being suspended by wires from a brass rod connected with the conductor, and a third by a silk cord, and two small balls of brass suspended by a silken thread between the bells, the fluid will be communicated from the conductor to the outer bells, and by the balls to the middle bell, and from theuce conveyed by a chain to the earth ; the balls in receiving and communicating the fluid are attracted and repelled successively, and produce ringing. 6. Let water flow from a capillary tube, from which, before it is electrified, it passes in drops ; upon being electrified, the particles of fluid will be separated, and their motion accel- erated. These appearances will be presented, whether the conductor be positively or negatively electrified. 7. Mr. Symmer, in the year 1T59, presented to the Royal Society some papers upon the electricity of silk stockings. He had been accustomed to wear two pair of silk stockings, a \vhite pair under black. When these were pulled off together, no signs of electricity appeared, but on pulling off the black from the white, he heard a snapping noise, and in the dark perceived sparks of fire. On this subject he has related a number of very curious experi- ments on the attraction and repulsion of the stockings, and upon their different states of electricity. 1** OF ELECTRICITY. BOOK V. COR. Since it is found that rubbed glass electrifies any insulated conductor positively, it may he determined whether any body is electrified positively or negatively, by bringing it near to a j.-ith-ball, or down-feather, positively electrified, and observing whether the ball or feather be attracted or repelled by the body. F,XP. Bring a pith-ball or down-feather, suspended by a silken thread and positively electri- fied by any rubbed glass surface, near to another pith-ball or feather suspended by a flaxen thread from a conductor connected with the cylinder ; then bring the same near to a conductor connected with the rubber. Plate 13. SCHOL. The. electrometer is an instrument invented to measure the degree of electrification Ft S io - of any body. Small degrees of electricity are shown by the divergence of two very small pith- balls, a, b, suspended upon parallel threads, straws, &c. These balls presented to a body in its natural state will not be affected ; but if the body be electrified, they will be attracted by it and diverge. Plate 13. Another very useful and common electrometer consists of an upright stick, AB, to which is '' 11- affixed a graduated semicircle ; D is a pith-ball stuck upon the end of a fine straw, which by means of an axis at C, is moveable in a plane parallel to that of the semicircle. This electro- meter is fixed upright on a prime conductor ; and when it is not electrified, the radius will hang down, and according to the intensity of the electric state given to the conductor, the repulsion must cause the ball to ascend. The ascent will be marked by the graduations, a Mr. Cavallo has invented a very sensible electrometer, well adapted for the observation of the presence and quality of natural and artificial electricity. ABC is the brass case containing the instrument. When the part AB is unscrewed, and the electrometer taken out, it appears as represented in ABDC. A glass tube, CDNM, is cemented into the piece AB. The upper part of the tube is shaped tapering to a small extremity, which is entirely covered with sealing-wax. Into this tapering part a small tube of glass is cemented, the lower extremity, being also covered with sealing wax, projects a small way within the tube CDNM. Into this smaller tube, a wire is cemented, which, with its under extremity, touches a flat piece of ivory H, fastened to the tube by means of a cork. The upper extremity of the wire projects about a quarter of an inch above the tube, and screws into the brass cap EF, which cap is open at the bottom, and serves to defend the waxed part of the instrument from the rain. From H are hung two fine silver wires, having very small corks at the lower ends, which, by their repulsion, show the electricity. JM, and K.N, are two slips of tin-foil stuck to the inside of the lass, and communicating with the brass bottom AB. They serve to convey away that electricity, which, when the corks touch the glass, is communicated to it, and might disturb their free motion. When this instrument is used to observe artificial electricity, it is set on a table, and elec- trified by touching the brass cap EF with an electrified body ; in this state, if any electrified substance is brought near the cap, the corks of the electrometer, by their converging, or diverg- ing more, will show the species of electricity. When it is to be used to try the electricity of fogs, &c. it must he unscrewed from its case, and held a little above the head by the bottom AB, so that the observer may conveniently see the corks, which will immediately diverge if there is any sufficient quantity of electricity in the air, the nature of whicb may be ascertained by bringing an excited piece of sealing-wax toward the brass cap EF. BOOK V. OF ELECTRICITY. 135 PROP. XIII. From the sharp points of electrified bodies there proceeds a current of air. EXP. 1. A wire, with sharp points bended in opposite directions, and suspended on the point of a perpendicular wire inserted in the conductor, will be carried round by the current proceed- ing from the points. 2. Let several pieces of gilt paper be stuck like vanes into the side of a coik, through the centre of which a needle passes ; suspend the whole by a magnet, and present one of the vanes to the point of a wire inserted in the conductor ; they will be put into motion. PROP. XIV. Some bodies, upon being rubbed, are electrified positively, and others negatively ; and the same bodies are capable of being electrified positively, or negatively, as they are rubbed with different substances. EXP. Smooth glass becomes positively electrified by being rubbed with any substance hith- erto tried, except the back of a living cat ; rough glass becomes positively electrified b) being rubbed with dry oiled silk, sulphur, and metals ; negatively, with woollen cloth, sealing-wax, paper, the human hand. White silk becomes positively electrified by being rubbed with black silk, metals, black cloth ; negatively, with paper, hairs, the hand. Black silk will be positively electrified with red sealing-wax ; negatively, with hare's skin, metals, the hand. Sealing-was will be positively electrified with the hand, leather, woollen cloth, paper, hare's skin. Baked wood will be positively electrified with silk ; negatively, with flannel. If these and other sub- stances, being electrified, be brought near to a pith-ball or down-feather, as described Prop. XII. Cor. Exp. it will appear whether they are electrified positively or negatively. PROP. XV. Bodies insulated, if placed within the influence of an electrified body, will be electrified, at the part adjacent to that body, in the manner contrary to that of the electrified body. Exp. 1. Bring a conductor (without pointed wires) near to the glass cylinder, whilst the machine is working; if the conductor be not insulated, it will be negatively electrified till it is brought sn near as to receive sparks from the cylinder; if the conductor be insulated, it will, in the same situation, be electrified negatively, in the parts nearest the cylinder, and positively in the parts more remote ; as may be seen by bringing a;i excited glass tube (which is positively electrified) near to a ball suspended from the conductor. Compare Prop. XII. Cor. 2. Let two pith-balls be so suspended by flaxen threads as to 'be in contact when unelectri- fied ; on being brought near to a body electrified positively, they will repel each other being electrified negatively : if the balls be suspended in the same manner by silken threads, they will, in the same situation, be positively electrified. 3. Let PC be an electrified prime conductor, and AB a metallic body placed within its Plate I. 1 }, atmosphere, but beyond the striking distance. Now from the principles aLcady explained, Flf >' '' it is evident that the electrical atmosphere of the prime conductor must be ]>'i^itire or negative. (I.) If it be positive, then the adjacent part A of the metallic body AB, wiil be found to be electrified negatively ; the remote part B, will be electrified positively ; and there wiil be a certain point D, in its natural state, or not electrified at all. (i.) If the prime conductor be 130 OF ELECTRICITY. BOOK V. charged with negative electricity, then A will be positive, B negative, and still some point, as D, will be found unelectrified, which is called the neutral point. Karl Stanhope has demonstrated, by a considerable number of experiments, that the neutral point D is the fourth point of a harmonical division of the line CAB. Consequently, the points C, A, and B, being given, the neutral point D may be always found. For by the pro- portion assumed by his lordship, as the whole line BC is to the part CA, so is the remote part BO to the middle term DA ; therefore, by composition, BC + CA (BA + SAC) : C A : : BD + DA (BA) : AD. Thus, if BA be 40 inches, and CA 36, then AD is equal to 12f inches. COR. 1. From the nature of this proposition, it is evident that the neutral point D can never be farther from A than half the distance between A and B, supposing the electrified conductor PC to be removed to an infinite distance. COR. 2. It is likewise evident, that the evanescent position of the neutral point D must be A, when the end A of the metallic body AB comes into contact with the charged body PC. SCHOL. From the above considerations, Lord Stanhope has, with great ingenuity, proved by an elaborate mathematical demonstration, illustrated and confirmed by a great variety of experiments, that the density of an electrical atmosphere superinduced upon any body must be inversely as the square of the distance from the charged body. 4. Let a circular plate composed of rosin and sulphur, or of sealing-wax, be negatively electrified by rubbing it with flannel ; whilst it is in this state, let a metallic plate of the same form and size, having a glass handle fastened to its centre, be placed, by means of the handle, on the electrified plate ; then receive a spark from the metallic plate with the finger ; after which the metallic plate, being removed by the glass handle, will be found to be positively electrified. This instrument is called an electrophorus. 5. Let one side of a plate of glass be electrified positively, the other side will attract light bodies, being negatively electrified. G. Let a plate of glass be placed between two metallic plates about two inches in diameter smaller than the plate of glass, and let the plates be supported by a conductor ; upon positively electrifying the upper metallic plate, by means of a wire connected with the prime conductor, the fluid not being able to pass along the glass, will be accumulated upon the part contiguous to the upper metallic plate; whilst the lower metallic plate, being within the electric influence of the upper, will be negatively electrified. PROP. XVI. When any electric substance is electrified, it will continue in that state till some conductor conveys away the accumulated or restores the deficient fluid ; which will be done more or less rapidly, according to the degree of conducting power in the conductor, and the number of points in which it touches the electric. Kxi>. 1. When the metallic plate in the electrophorus is electrified (as decribed Prop. XV. Kxp. 4.) by setting it upon the electric plate, touching it with the finger, and separating it successively, many sparks may be obtained, without again exciting the electric plate ; for this plate being negatively electrified, the metallic plate on being touched with the hand, becomes positively electrified (by Prop. XV.) and the electric plate remains long in its negative BOOK V. OF ELECTRICITY. 187 state, because not being a conductor, its deficiency will be slowly supplied from the air where its surface is not covered. 2. If a glass vessel, a common drinking-glass, for instance, held in the hand, receive the electric fluid on the inside from a wire, or chain, fixed on the conductor, pith-balls, placed under the vessel upon a conducting supporter, will continue long in motion. 3. Let a plate of glass be electrified in the manner described in Prop. XV. Exp. G. Because one side of the plate is positively electrified, and the other negatively, if a communication is made from one metallic plate to the other by means of some conductor, part of the accumulated fluid will suddenly pass to the side which is deficient; upon a second application of the plates of metal to the glass, there will be a second explosion. SCHOL. AB is an electric jar, coated with tin-foil on the inside and outside, within three Pf* 16 !>> inches of the top, having a wire with a round brass knob K, at its extremity. This wire passes '*' through the cork D, tfefci. rtops the mouth of the jar, and, at its lower end, is bended or branched so as to touch the ii;jid coating in several places. Coated jars may be made of any form and size, and are called Leyden Phials, or Leyden Jars. A number of jars combined, make what is termed an electrical battery ; they all stand in a box, the bottom of which is covered with tin ? thus all their outsides are connected ; and by means of wires and brass rods, their insides are also connected. The discharging rod consists of a glass handle A, and two curved wires BB, which move by p] ate \^ a joint C, fixed to the brass cap of the glass handle A. The wires BB are pointed, and the points Fig. IS. enter the knobs DD, to which they are screwed, and may be unscrewed from them at pleasure. By this construction, the balls or points may be used as occasion requires. The wires being moveable at the joint C, may be adapted to smaller or larger jars at pleasure. PROP. XVII. If a glass plane, or cylindrical vessel, coated on both sides with tin-foil, or any other conducting substance, be charged,, that is, positively electrified on one side, and consequently negatively electrified on the other ; a communication being made from one side to the other by some conductor, the plane, or vessel, will be suddenly discharged, with an explosion. There is a strong attraction (compare Prop. XII. and XV.) between the fluids on opposite sides of the glass, or the fluid which is accumulated on one side makes a powerful effort toward the other side where the fluid is deficient ; but the substance of the glass itself being impervious to the electric fluid, the accumulated fluid cannot pass to the deficient side till a commu- nication is made between them by some conducting substance. When such a communication is made, because the metallic coating touches the whole surface of the electrified glass, the whole quantity of redundant fluid easily passes from the side which was positively electrified to the other. EXP. 1. Let a plate of glass, coated with tin-foil, (except about 1^ inch from the edge) be charged, as described in Prop. XV. Exp. 6. Upon waking a communication from one side to the other by the discharging rod, there will be a sudden discharge. 2. Let the same be done with the Leyden Phial. 18 138 OF ELECTRICITY. BOOK V. 3. Charge a jar coated on the insiile with water, shot, or brass dust, and held on the outside by the hand, then discharge it in a dark room. 4. If two equal circular brass plates, one of which is suspended by a long metallic rod from the conductor parallel to the horizon, and the other, supported by a conductor, is placed parallel and opposite to the first, be electrified ; the plate of air between them will be charged by the brass plates. 5. Let one coated jar be suspended by a wire under another; let the upper jar be charged by taking sparks from the conductor ; the lower uninsulated jar will be charged with the fluid which passes from the side negatively electrified of the upper jar. 6. Discharge, in a dark room, a jar imperfectly coated. Cou. 1. A coated jar cannot be charged unless its outer surface be connected with some conductor. For without such a conductor, the fluid cannot pass from or to the outer surface> which is necessary in order to charge the jar. COR. 2. When a coated glass vessel is charged, the charge of electric fluid is in the glass, and not in the coating. EXP. Lay a plate of glass between two metallic plates, as described Prop. XV. Exp. 6. Having charged the plate of glass, remove the upper plate of metal by a glass handle, with some non-conducting substance, as silk ; remove the electrified glass plate, and place it between two other plates of metal unelectrified and insulated ; the plate of glass thus coated afresh will still be charged. SCHOL. The discharge of a plate of glass, Leyden Phial, &c. is made by restoring the equilibrium which was destroyed by the charging ; and it is effected by forming a communication between the overloaded and the exhausted side ; and if the communication be made by metal, or other good conductors, the equilibrium will be restored with violence, the redundant electricity on one side will rush with great rapidity through the metallic communication to the exhausted side, and a large explosion will be made, that is, the Hash of electric light will be very visible, and the report will be loud. PROP. XVIII. If tbe conductor be electrified positively, that side of the jar with which it has a communication will he electrified positively, the other negatively. Exp. 1. Charge one jar on the inside positively, and another negatively, and observe, in a dark room, the different appearances of the fluid, upon the point of a wire brought near to the ball which is connected with the inner side of each jar : when the point is presented to the jar positively electrified on the inner side, it will exhibit the appearance of a star; when presented to the other, that of a pencil. 2. Observe the different appearances, in a dark room, when with the same charged jar the point is presented toward the side positively, and toward the side negatively, electrified. 3. Between two jars, charged one negatively and the other positively, suspend by a silken string a cork ball, from which short threuiU hang freely; the ball will pass with a rapid motion from one to the other, and, beiir^ first attracted toward the jar positively electrified, then toward the other, it will receive the fluid from the former, and communicate it to the latter, till both are discharged. If both be charged in the same manner, the cork will remain at rest. BOOK V. OF ELECTRICITY. 139 4. If, after a jar is charged, the uncoated part of the jar be moistened by the breath, or bj steam, the jar placed upon a conductor will be gradually discharged, and the fluid will be seen, in a dark room, to flash strongly from one side to the other ; if the jar be insulated, the flashes will be greatest on the side positively electrified. 5. Let a discharging rod be applied without its balls to a charged jari in such manner as to discharge the jar gradually ; the point which approaches toward the side positively electrified, will, in a dark room, exhibit a star; the other point, a pencil. 6. Within the receiver of an air-pump place two well polished brass balls, the lower sup- ported on a brass stem by the plate of the pump, the other fixed on a stem which is moveable in the neck of the receiver ; let the balls be brought within the distance of four or five inches from one another ; then let the upper ball be connected with the conductor, and electrified posi- tively ; a lucid atmosphere will, in a dark room, appear on the lower surface of the upper ball ; whereas if the upper ball be negatively electrified, the lucid atmosphere will be seen on the lower ball. PROP. XIX. The electric fluid can be conveyed through an insulated conductor of any length, and its passage from one aide of a charged jar to the other, is apparently instantaneous, through whatever length of a metallic, or other good conductor, it is conveyed. Exp. 1. Let a long wire, passing round a room, suspended by silk cords, be a part of the circuit of communication from one side of a charged jar to the other; the discharge will be appa- rently at the same instant in which the communication from one side to the other is completed. 2. Let any number of persons make a part of the circuit of communication; the fluid will pass instantaneously through the whole circuit. SCHOL. The shock of the Leyden jar has been transmitted through wires of several miles in length, without taking any sensible space of time. Dr. Priestley relates several curious experi- ments made with a view of ascertaining this point soon after the invention of the Leyden Phial. See Priestley's Hist, of Elect. PROP. XX. The sudden discharge of a charged jar gives a painful sensation to any animal, placed in the circuit of communication, called the electric shock. The discovery of the effects of electricity, as exhibited by the Leyden jar, immediately drew the attention of all the philosophers in Europe. The account which some of them gave of the experiments to their friends, border very much on the ludicrous. M. Muschenbrock, who tried the experiment with a glass bowl, told M. Reaumur, in a letter written soon after the experi- ment, that he felt himself struck in his arms, shoulder, and breast, so that he lost his breath ; and it was two days before he recovered from the effects of the blow and the terror. He added, that he would not take a second shock for the whole kingdom of France. M. Allamand, who made the experiment with a common beer glass, said, that he lost his breath for some moments, and then felt such an intense pain all along his right arm, that he was apprehensive of bad consequences ; but it soon went off without any inconvenience. 140 OF ELECTRICITY. BOOK V. Notwithstanding the parade made by these philosophers, the shock was probably, not by any means, stronger than what many children of 6 or 7 years old would bear without the smallest hesitation. Their descriptions must have arisen from terror, or love of the marvellous. Con. The force of the electric shock may be increased, by increasing the surface of the coated glass. EXP. 1. A battery being charged, a fine metallic wire brought into the circuit will be melted. 2. If a plain piece of metal be placed upon one of the rods of the discharger, and upon the other a needle with the point opposite to the surface of the metal, upon discharging the battery, the surface of the piece of metal will be marked with coloured circles, occasioned by thin laminae of metal raised in the explosion. 3. If a piece of gold-leaf be put between two pieces of glass, and the whole fast bound together, the metal will be melted, and a metallic stain will be seen in both glasses. 4. If a shock be sent through a needle, it will give it magnetic polarity. 5. An animal or plant may be killed by being placed in the circuit of a battery. SCHOL. Persons, not thoroughly conversant in electricity, should be very cautious in using large batteries ; they should be sure that they are perfect masters of a small force, before they meddle with a greater. Such a force of electricity as may he accumulated in batteries is not to be trifled with, since the consequences, if not fatal, may be great and lasting. A large shock, taken through the arms and breast, which an operator is most in danger of receiving, might possibly injure the lungs, or some other vital part ; and if the shock were taken through the head, which may easily happen when a person is stooping over the apparatus in order to adjust it, it might aftect his intellects for the remainder of life. PROP. XXI. If the circuit be interrupted, the fluid will become visible, and where it passes, it will leave an impression upon any intermediate body. EXP. 1. Let the fluid pass through a chain, or through any metallic bodies placed at small distances from each other ; the fluid, in a dark room, will be visible between the links of the chain, or between the metallic bodies. 2. If the circuit be interrupted by several folds of paper, a perforation will be made through, them, and each of the leaves will be protruded by the stroke from the middle toward the out- ward leaves. 3. Let a card be placed under wires which form the circuit, where the circuit is interrupted for the space of an inch ; the card will be discoloured. If one of the wires be placed under the card, and the other above it, the direction of the fluid may be seen. 4. Spirits of wine, or gunpowder, being made part of the circuit, may be fired. 5. Inflammable air may be fired by an electric gun. PROP. XXII. The atmosphere is electrified, sometimes positively, and sometimes negatively. EXP. Let a kite be sent up into the air with cord (consisting of copper thread twisted with twine ;) let the lower end of the cord be insulated by a silk line ; a metallic conductor sus- pended from the lower end of the cord will be positively or negatively electrified. The air at BOOK V. OF ELECTRICITY. some distance from houses, trees, masts of ships, &c. is generally electrified positively ; particu- larly in frosty, clear, or fogzy weather. For the particular construction of the electrical kite. and other instruments used with it, see Cavallo's Elect. Vol. n. Chap. i. SCHOL. The following general laws have been deduced by Mr. Cavallo, from a great number of experiments made during two years in almost every degree of the atmosphere from 15 to 80 of Fahrenheit's thermometer. 1. The air appears to be electrified at all times ; its electricity is constantly positive, and much stronger in- frosty than in warm weather ; but it is by no means less in the night than in the day time. 2. The presence of clouds generally lessens the electricity of the kite. 3. When it rains, the electricity of the kite is generally negative, and very seldom positive. 4. The aurora boreahs seems not to aft'ect the electricity of the kite. 5. The electrical spark, taken from the string of the kite, or from any insulated conductor connected with it, especially if it does not rain, is very seldom longer than A of an inch, but it is exceedingly pungent. When the index of the electrometer is not higher than 20 the person that takes the spark will feel the effect of it in his legs; it appearing more like the discharge of an electric jar, than the spark taken from a prime conductor. 6. The electricity of the kite is in general stronger or weaker, according as the string is longer or shorter ; but it does not keep any exact proportion to it. The electricity, for instance, brought down by a string of an hundred yards, may raise the index of the electrometer to 20 when with double that length of string, the index of the electrometer will not go higher than 25. 7. When the weather is damp, and the electricity is pretty strong, the index of the electro- meter, after taking a spark from the string, or presenting the knob of a coated phial to it, rises surprisingly quick to its usual place, but in dry and warm weather it rises exceedingly slow. PROP. XXIII. The electric fluid and lightning are the same substance. Their properties and effects are the same. Flashes of lightning are generally seen to form irregular lines in the air ; the electric spark, when strong, has the same appearance. Lightning strikes the highest and most pointed objects ; takes in its course the best conductors ; sets fire to bodies ; sometimes dissolves metals ; rends to pieces some bodies ; destroys animal life ; in all which it agrees (as has been shewn) with the phenomena of electric fluid ; both causes have the same power of making iron magnetic. Lightning has been known to strike men with blind- ness. Dr. Franklin produced a similar effect on a pigeon by the electrical fluid. Lastly, the lightning being brought from the clouds to an electrical apparatus, by a kite or wire, will exhibit all the appearances of the electric fluid. EXP. Take a Leyden phial, 5 inches in diameter, and 13 inches in height ; on the inside let the coating rise till its upper edge be 2i inches from the rim of the vessel; on the outside let the coating rise no higher than 1 inch from the bottom. When the phial is thus coated, let it be charged, and a spark will pass from the tin-foil on the outside to that on the inside ; but its form v, ill resemble that of a tree, whose trunk will increase in magnitude and brilliancy, and consequently in po'wer, as it approaches the edge, owing to ramifications which it collects from all parts of the glass. Within two inches of the edge, it becomes one body, or stream, and along that interval its greatest force acts. 14JI OF ELECTRICITY. BOOK V. \\ lien two clouds, or the two correspondent parts of a cloud, have their equilibrium restored by a discharge, the appearances are exactly similar to those of the preceding experiment. Each, extremity of the flash is formed by a multitude of little streams, which gather into one body, whose power is undivided in that interval only which separates the positive from the negative. PROP. XXIV. Buildings may be secured from the effects of lightning, by fixing a pointed iron rod higher than any part of the building and contin- uing it, without interruption, to the ground, or the nearest water. The electric fluid will, by means of the pointed rod, be gradually conveyed from the cloud to the earth by a continued stream, and thus prevent the effects of a sudden and violent explosion. EXP. Let a board, shaped like the gable end of a house, be fixed perpendicularly upon a horizontal board ; in the perpendicular board let a hole be made, about an inch square and \ inch deep ; in this hole let a piece of wood nearly of the same dimensions be so inserted as to fall easily out of its place, and let a wire be fastened diagonally to this square piece of wood ; let another wire, terminated by a brass ball, be fastened to tlte perpendicular board, with its ball above the board, and its lower end in contact with the diagonal wire in the square piece of wood ; let the communication be continued by a wire to the bottom of the perpendicular board. If the wires in this state be made part of a circuit of communication, on discharging the jar the square piece of wood will not be displaced ; but if the communication be interrupted by chang- ing the direction of the diagonal wire, the square piece of wood will, upon the discharge, be driven out of its place. If insfead of the upper brass ball, a pointed wire be placed above the perpendicular board, the discharge may be drawn off without an explosion. SOHOL. The following directions are given by Earl Stanhope, to persons erecting conductors for lightning ; (1.) The rods must be made of such substances as are, in their nature, the best conductors of electricity. (2.) The rods must be uninterrupted, and perfectly continuous. (3.) They must be of sufficient* thickness. (4.) They must be perfectly connected with the common stock, that is, the earth, or nearest water. (5.) The upper extremity of the rods must be finely tapered, and as acutely pointed as possible. (6.) The rods must be very prominent, and several feet above the chimneys. (7.) Each rod must be carried in the shortest convenient direction from its upper end to the common stock. (8.) There should be no prominent bodies of metal on the top of the building proposed to be secured, but such as are connected with the conductor by some proper metallic communication. (9.) There should be a sufficient number of substantially erected high and pointed rods. See "Principles of Electricity," by Charles Viscount Mahon, now Earl Stanhope. To the * Perhaps J inch. < Y So many that no part of the building may be more than 30 or 40 feet from one. BOOK V. OF ELECTRICITY. 143 same work, the reader must be referred for an account of a discovery made by his lordship in the science of electricity, which he denominated the " returning stroke," by which, he asserts, that persons may be killed, and other vast mischief ensue by lightnings at the distance of several miles from the flash. It is proper also to observe, that several respectable electricians, though willing to admit the fact as discovered by Earl Stanhope, yet do not seem to think that the danger attending the returning stroke can ever be great or formidable. See Cavallo's Elecf. Vol. n. and in. Morgan's Lectures on Elect. Vol. 11. Dr. Huttou's Diet. Art. Re- turning Stroke. PROP. XXV. The electric fluid passes easily through a vacuum. The air being a non-conductor, in proportion as it is removed, the effort of the electric fluid on the surface of the body positively electrified to pass to the next conductor, meets with less resistance, and therefore is diffused over a greater space. ESP. t. Let a jar be charged in vacua. 2. Let a luminous conductor be placed in the circuit, and observe the fluid passing through it. 3. Let a vacuum be made a part of the circuit in discharging a phial. 4. Make a vacuum in a double barometer, and let the fluid pass from one leg to the otl\,er by connecting one of the vessels of mercury with the conductor. 5. The electric fluid may be made to pass through a large tube three feet in length, and four or five inches in diameter, if, being well exhausted, one end of it be connected with a large conductor. The preceding experiments are to be performed in a dark room. SCHOL. 1. From the resemblance between these electrical appearances, and the atmospherical phenomena of the Aurora Borealis, meteors, &c. it is inferred, that these phenomena are pro- duced by the electric fluid. SCHOL. 2. The success of the foregoing experiments depends, it is highly probable, upon the air in the jar, tube, &c. being rarefied in a high degree ; for Mr. W. Morgan, a gentleman deeply skilled in calculations and political arithmetic, has shewn that a perfect vacuum is absolutely impermeable to the electric fluid. See Phil. Trans, vol. LXXV. PROP. XXVI. Some fishes have the property of giving shocks analo- gous to those of artificial electricity ; namely, the Torpedo, the Gymnotus electricus, and the Silurus electricus. If the torpedo, whilst standing in water, or out of water, but not insulated, be touched with one hand, it generally communicates a trembling motion or slight shock to the hand. If the torpedo be touched with both hands, at the same time, one hand being applied to its under, and the other to its upper surface, a shock will be received exactly like that occasioned by the Leyilen Phial. \Vhen the hands touch the fish on the opposite surfaces, and just over the electric organs, then the shock is the strongest ; but no shock is felt, if both hands are placed upon the electric organs of the same surface ; which shews that the upper and lower surfaces of the electric organs are in opposite states of electricity, answering to the plus and minus sides of a Ley den Phial. 144 OF ELECTRICITY. BOOK. V. The shock given by the torpedo, when in air, is about four times as strong as when in water ; and when the animal is touched on both surfaces by the same hand, the thumb being applied to one surface, and the middle finger to the opposite, the shock is felt much stronger than when the circuit is formed by both hands. This power of the torpedo is conducted by the same substances which conduct electricity, and is interrupted by those substances which are non-conductors of electricity. A circuit may be made of several persons joining hands, and the shock will he felt by them all at the same time ; but the shock will not pass through the least interruption of continuity, not even the distance of the two hundredth part of an inch. No electric attraction or repulsion could be ever observed to be produced by the torpedo, nor, indeed, by any of the electric fishes. The shocks of the torpedo seem to depend on the will of the animal. The gymnotus electricus, or electrical eel, possesses all the electric properties of the torpedo, but in a superior degree. When small fish are put into the water wherein the gymnotus is kept, they are generally stunned or killed by the shock, and then they are swallowed, if the animal be hungry. The strongest shock of the gymnotus will pass a very short interruption of continuity in the circuit. When the interruption is formed by the incision made by a pen-knife on a slip of tin- foil that is pasted on glass, and that slip is put into the circuit, the shock, in passing through that interruption, will shew a small but vivid spark, plainly to be seen in a dark room. The gymnotus seems also to be possessed of a sort of new sense, by which he knows whether the bodies presented to him are conductors or not. This fact was ascertained by a great number of experiments made by Mr. Walsh. The silurus electricus is known to have the power of giving the shock, but we have a very imperfect account of its properties. A fourth electrical fish was found on the coast of Johanna, one of the Comora islands, in lat. 12 13' south, by William Paterson ; and an account of it was published in the 76th vol. of the Phil. Trans. SCHOL. When electricity is strongly communicated to insulated animal bodies, the pulse is quickened, and perspiration increased ; and if they receive, or impart electricity on a sudden, a painful sensation is felt at the place of communication. But what is more extraordi- nary is, that the influence of the brain and nerves upon the muscles seems to be of an electric nature. We are indebted for this discovery to M. Galvini, a learned Italian, who has denominated that part of science, ANIMAL ELECTRICITY. We shall, without pretending to enter at large on the subject, give the result of the principal observations hitherto made, together with three or four illustrative experiments. 1. The nerve of the limb of an animal being laid bare, and surrounded with a piece of tin-foil, if a communication be formed between the nerve thus armed, and any of the neighbouring muscles, by means of a piece of zinc, strong contractions will be produced in the limb. 2. If a portion of the nerve which has been laid bare be armed as above, contractions will be produced as powerfully, by forming the communication between the armed and bare part of the uerve, as between the armed part and muscle. BOOK V. OF ELECTRICITY. 3. A similar effect is produced by arming a nerve, and simply touching the armed part of it with the metallic conductor. 4. Contractions will take place if a muscle be armed, and a communication be formed by means of the conductor between it and a neighbouring nerve. The same effect will be produced if the communication be formed between the armed muscle and another muscle which is contigu- ous to it. 5. Contractions may be produced in the limb of an animal by bringing the pieces of metal into contact with each other at some distance from the limi>, provided the latter make part of a line of communication between the two metallic conductors. 6. Contractions can be produced in the amputated leg of a frog, by putting it into water, and bringing the two metals into contact with each other at a small distance from the limb. 7. The influence which has passed through, and excited contractions in, one limb, may be made to pass through, and excite contractions in, another limb. 8. The heart is the only involuntary muscle, in which contractions can be excited by these experiments. 9. Contractions are produced more strongly the farther the coating is placed from the origin of the nerve. 10. Animals which were almost dead have been found to be considerably revived by exciting this influence. 11. When these experiments are repeated upon an animal that has been killed by opium, or by the electric shock, very slight contractions are produced ; and no contractions whatever will take place in an animal that has been killed by corrosive sublimate, or that has been starved to death. 12. Zinc appears to be the best exciter when applied to gold, silver, molybdena, steel, or copper. The latter metals, however, excite but feeble contractions when applied to each other. Next to zinc, in contact with these metals, tin and lead, and silver and lead, appear to be the most powerful exciters. EXP 1. Place the limb of an animal, a frog for instance, upon a table ; hold with one hand the principal nerve previously laid bare, and in the other hold a piece of zinc; let a small plate of lead or silver be then laid upon the table at some distance from the limb, and a communica- tion be formed, by means of water, between the limb and the part of the table where the metal is lying. If now, the silver be touched with the zinc, contrtctions will be produced in the limb the moment that the metals come into contact with each other. The same effect will be pro- duced, if the two pieces of metal be previously placed in contact, and the operator touch one of them with his finger. 2. Let two amputated limbs of a frog be taken ; let one of them be laid upon a table, and its foot be folded in a piece of silver ; let a person lift up the nerve of this limb with a silver probe, and another person hold in his hand a piece of zinc, with which he is to touch the silver includ- ing the foot ; let the person holding the zinc in one hand, catch with the other the nerve of the second limb, and he who touches the nerve of the first limb is to hold in the other hand the foot of the second; let the zinc now be applied to the silver, including the foot of the first, and contractions will be immediately excited in both limbs. 3. Take a living flounder, lay it flat in a pewter-plat**, or upon a sheet of tin-foil, and put a piece of silver, as a shilling, or a half crown, upon the fish. Then by means of a piece of metal, 19 146 OF ELECTRICITY. BOOK V. complete the communication between the pewter-plate, or tin-foil, and the silver piece, on doing which the animal will give evident tokens of being; affected. O O 4. Let a person lay a piece of zinc upon his tongue, and a half crown, or other silver under it ; on forming a communication between those two metals, by bringing their two edges into contact, he will perceive a peculiar sensation, a kind of cool sub-acid taste, not exactly like, and yet not much different from that produced by artificial electricity. See Cavallo's Elect. Vol. in. SCHOL. 2. Electricity has been administered for various diseases. M. Cavallo has taken great pains in ascertaining the cases in which electricity has been successfully applied. We are informed by that gentleman, that rheumatic disorders, even of long standing, are relieved, and generally quite cured. Deafness, the tooth-ach, swellings in general, inflammations of every sort, palsies, ulcers, cutaneous eruptions, the St. Vitus' dance, scrofulous tumours, cancels, abscesses, nervous hcad-achs, the dropsy, gout, agues, and obstructions, have all been considerably relieved, and in many instances perfectly cured, by the application of electricity. A full account of the method of administering electricity in the cases above mentione'l, with an accurate description of the instruments used, may be seen in the 2d Vol. of Cavallo's Complete Treatise of Electricity. PROP. XXVII. There is a considerable analogy and difference between magnetism and electricity. The power of electricity is of two sorts, positive and negative ; bodies possessed of the same sort of electricity, repel each other, and those possessed of different sorts attract each other. In magnetism, every magnet has two poles ; poles of the same name repel each other, and the con- trary poles attract each other. In electricity, when a body in its natural state is brought near to one electrified, it acquires a contrary electricity, and becomes attracted by it. In magnetism, when a ferruginous sub- stance is brought near to one pole of a magnet, it acquires a contrary polarity, and becomes attracted by it. One sort of electricity cannot be produced by itself. In like manner, no body can have one magnetic pole without the other. The electric virtue may be retained by electrics, but it easily pervades non -electrics. The magnetic virtue is retained by ferruginous bodies, but it easily pervades other bodies. On the contrary, the magnetic power differs from the electric, in that it does not affect the senses with light, smell, taste, or noise, as the electric does. Magnets attract only iron, whereas the electric power attracts bodies of every sort. The electric virtue resides on the surface of electrified bodies, but the magnetic is internal. A magnet loses nothing of its power, by magnetising other bodies, but an electrified body loses part of its electricity by electrifying other bodies. See Cavallo's Magnetism, Part n> Chap. n. BOOK VI. OF OPTICS ; OR, THE LAWS OF LIGHT AND VISION. CHAP. I. Of Light. DEF. I. ALIGHT is that which, proceeding from any body to the eye, produces the perception of seeing. DEF. II. A Hay of Light is any exceedingly small portion of light as it comes from a luminous body. DEF. III. A body, which is transparent, or affords a passage for the rays of light, is called a Medium. DEF. IV. Rays of light which, coming from a point, continually separate as they proceed, are called Diverging .Rays. DEF. V. Rays which tend to a common point are called Converging Rays. The divergency, or convergency, of rays, is measured by the angle contained between the lines which the rays describe. Di.F. VI. Rays of light are parallel, when the lines which they describe are parallel. DEF. VII. A Beam of light is a body of parallel rays ; a Pencil of rays, is a body of diverging or converging rays. DEF. VIII. The point, from which diverging rays proceed, is called the radiant point ; that to which converging rays are directed, is called the focus. If the rays proceed from B; BD, BA, BC, BE, are diverging rays, and B is the radiant; if Plate (5. the rays tend toward B, DB, AB, &c. are converging rays, and B is tiie focus. Fl ' * If the rays AC, BC, converge to the focus C, passing on from thence in a right line, they Fig. 2. become diverging, and C becomes a radiant. DEF. IX. A ray of light, bent from a straight course in the eame medium, is said to be inflected. 148 OF OPTICS. BOOK VI. PROPOSITION I. Kays of light consist of particles of matter. For, like all matter with which we are acquainted, they are capable of being inflected out of their course by attraction. EXP. 1. If a beam of light be admitted into a dark room through a small hole, and the edge of a knife be brought near the beam, the rays, which would otherwise have been in a straight line, will be inflected toward the knife. The edge of any other thin plate of metal &c. produces the same eft'ect. 2. The shadow of a small body, as a hair, a thread, &c. placed in a beam of the sun's light, will be much broader than it ought to be if the rays of light passed by these bodies in right lines. S. A beam of light passing through an exceedingly narrow slit, not above -jig- part of an inch broad, will be split into two, and leave a dark space in the middle. PROP. II. Every visible body emits particles of ligbt from its surface in all directions, which, passing without obstruction, move in right lines. Wherever a spectator is placed with respect to a luminous body, every point of that part of the surface which is turned toward him is visible to him ; the particles of light are, therefore, emitted in all directions, and those rays only are intercepted in their passage by an interposed object, which would be intercepted upon the supposition that the rays move in right lines. EXP. 1. Let a portion of a beam of light be intercepted by any body, the shadow of that body will be bounded by right lines passing from the luminous body, and meeting the lines which terminate the opaque body. 2. A ray of light, passing through a small orifice into a dark room, proceeds in a straight line. 3. Rays will not pass through a bended tube. SCHOL. Rays of light are properly represented by right lines. PROP. III. The rays of light move with great velocity. The velocity of light is much greater than that of sound ; for the flash of a gun, fired at a considerable distance, is seen some time before the report is heard. The clap of thunder is not heard till some time after .the lightning has been seen. This proposition is proved by observations made on the satellites of the planet Jupiter, and on the abberration of the rays of light from the fixed stars, as will be shewn in treating upon Astronomy ; from whence it will be seen, that the velocity is at the rate of 200,000 miles in one second of time. PROP. IV. The particles of light are exceedingly small. Otherwise their velocity would render their momentum too great to be endured by the eye without pain. CHAP. I. OF LIGHT. 149 EXP. 1. If a candle be lighted, and there be no obstacle to obstruct the progress of its rays, it will fill all the space within two miles every way before it has lost the least sensible part of its substance. 2. Rays of light will pass without confusion through a small puncture in a piece of paper, from several candles in a line parallel to the paper, and form distinct images on a sheet of paste- board placed behind the paper. PROP. V. The quantities of light, received from a luminous body upon a given surface, are inversely as the squares of the distances of the surface from the luminous body. Let ABD, EFG, be two concentric spherical surfaces ; of which let ELFI, AH*BK, be two plate 6. similar portions. Let the rays CE and CF, with the rest proceeding from the centre C, fall f> S' & upon the portion ELFI, and cover it ; it is evident from inspection, that the same rays at the distance CH will cover the portion AHBK only; now these rays, being the same in number at each place, will he as much thinner in the former, than they are in the latter, as ELFI is larger than AHBK; but these spaces being similar portions of the surfaces of spheres, have the same ratio to each other, that the surfaces themselves have ; that is, they are to each other as the squares of their radii CL, CH ; the density of the rays is therefore inversely as the squares of these radii, or of their distances from the luminous point C. EXP. The light, passing from a candle through a square orifice, will diverge as it proceeds, Plate 12. and will illuminate surfaces which will be to each other as the squares of their distances from fl S- 8l the candle. Thus at the distance AF the candle will illuminate the square BF, at the distance AO it will illuminate the surface CO equal to four times BF, and at the distance AS it will illuminate the surface DS equal to nine times BF, but AF, AO, and AS, are as 1, 2, and 3, consequently the illuminated surfaces are as the squares of the distances. PROP. VI. If the distance between rays diverging from different radi- ant points be the same, the distances of the radiant points are inversely as the divergency of the rays. Let D and E he two different radiants ; and let the rays diverging from D describe the lines Plate S. DA, DB, arid the ravs diverging from E describe the lines EA, EB; so that, at the points A fl S-*- and B, the distance between the former rays shall be the same with the distance between the latter, and let EC, DC, be the perpendicular distances of the radiants, E, D. At the point E make the angle ZEC equal to ADC, which is half AI3B ; whence ZEC and ADC (El. V. 7) have the same ratio to AEC. But if these angles are small, they are very nearly in the propor- tion of their tangents ZC, AC. And because the angle ADC is equal to the angle ZEC (El. I. 28.) AD is parallel to ZE ; and because these lines are parallel, (Kl. I. 29) the angles CAD, CZK, are equal ; whence the two triangles ZEC, ADC, are equiangular, and (El. VI. 4 ) EC is to DC, as ZC to AC, or (from what was shewn above) as ADC to AEC; that is, the distance of the radiant K is to the distance of the radiant D, as half the angle of divergency of the rays whicb. proceed from D is to half the divergency of the rays which proceed from E, or as the whole angle of divergency ADB to the whole angle of divergency AEB; that is, the distances of the radiants are inversely as the divergency of the rays. 130 OF OPTICS. BOOK VI. PROP. VII. If the distance between converging rays tending to differ- ent foci be the same, the distances of the foci are inversely as the convergence* of the rays. Plate ; 6. L et AD, BD, be lines described by rays converging to the focus D, and AE, BE, lines described by other rays converging to E, and let the distance AB, at the points A and B, be the same between the former and the latter rays. The angles ADB, AEB, are in this case the angles of convergency ; and EC, DC, are distances of the foci to which they respectively tend. Now it was proved in the last Prop, that EC is to DC as ADB is to AEB. Therefore the distances of the foci are inversely as the convergency of the rays. PROP. VIII. If rays proceed from a radiant at an infinite distance, their divergency is considered as nothing, and the rays are considered as parallel. Since (by Prop. VI.) the divergency of rays is inversely as the distance of the radiant, when. the distance of the radiant is infinitely great, the angle of divergency is infinitely small, and the rays may be considered as parallel. Con. Hence all the rays which come from the centre, or any other given point, of the sun's surface, are considered as parallel. PROP. IX. If rays tend to a focus at an infinite distance, their conver- gency is considered as nothing, and the rays are considered as parallel. Since (by Prop. VII ) the convergency is inversely as the distance of the focus, when that distance is infinitely great, the angle of convergency is infinitely small. CHAP. II. Of Refraction. SECT. I. OF THE LAWS OF REFRACTION. DBF. X. A ray of light bent from a straight course by passing out of one medium into another, is said to be refracted. DEF. XI. The JLngle of Incidence is that, which is contained between the line described by the incident ray, and a Hue perpendicular to the surface on which the ray strikes, raised from the point of incidence. DBF. XII. The Jingle of Refraction is that, which is contained between CHAP. II. OF REFRACTION. 151 the line described by the refracted ray, and a line perpendicular to the refracting surface at the point in which the ray passes through that surface. DBF. XIII. The Jingle of Deviation is that, which is contained between the line of direction of an incident ray, and the direction of the same raj- after it is refracted. AC is a ray of light ; HK. the surface of the refracting medium ; CF the refracted ray ; OP Plate ti. the perpendicular ; ACO the angle of incidence ; PCF the angle of refraction, and FCL the Fl - 6> angle of deviation. SOHOL. The radiant point and focus may be either real or imaginary. If the rays rn, ro, p] a te 6. diverging from the radiant r, suffer refraction and move on in the directions of the lines 'S- 5 - A, oB, which produced in the contrary direction would meet in R, this radiant point is imaginary. If the rays Ip, Ly, tending toward the point F, be refracted at p and q, and acquire a direc- tion toward/, tiie focus F is imaginary. PROP. X. The attracting force of any medium, acting upon a ray of light, is every where perpendicular to the refracting surface. If the medium be uniform in all Its parts, its immediate power upon the ray of light will be Plate G equally strong in every point of a plane drawn parallel to the refracting surface ; though its strength may be different in the next parallel plane, and so onward as far as that power is extended on each side of the surface of the medium. The extent of this power will therefore be terminated by two planes, parallel to each other and to the refracting surface. Let R be a particle of light, acted upon by the refractive power of the medium whose refracting surface is DC. It is evident that the refractive power at O will move the particle R in the direction RO ; and taking any two points D, C, at equal distances on each side of O, the powers at D and C being equal, and acting at equal distances, RD, RC, equally inclined to RO, cannot move R in any direction but that of RO. The same may be shown of the powers at every point of the line DC, and in every line parallel to DC, that is, of the whole power of the medium. PROP. XI. A ray of light, in passing out ofe a rarer into a denser medi- um, is refracted toward a perpendicular to the surface of the denser, raised frewn the point in which the ray meets the medium ; in passing out of a denser into a rarer medium, it is refracted from the same perpendicular. Let a ray of light, AC, pass obliquely out of a rarer medium X, into a denser medium Z; piate 6, let HK be the plane surface of the denser medium ; from the point C, in which the ray AC Fl S- 6 - passes into the denser medium, raise the perpendicular OCP; the ray will be refracted out of the direction ACL. toward the perpendicular OCP. Because the ray is more attracted by the denser medium than by the rarer, it will be accel- erated on entering the medium Z ; for whilst the ray is so near the surface of the medium Z as to be within its attraction, and more attracted toward the denser than toward the rarer, this attraction conspire* with the motion of the ray, and, consequently, increases its velocity. And, since the ar I5a OF OPTICS. BOOK VI. tion of the attracting force of the medium Z, must (by Prop. X.) be in the direction of a line OOP perpendicular to its surface, if the oblique motion of the ray in the direction AC be resolved into two others, AD parallel to the surface HK, and AB, or DC, perpendicular to it, the parallel motion AD cannot be accelerated or retarded by the attraction which acts in the direction OC ; the change of velocity, therefore, which the ray receives from the attracting force, must be made in the perpendipular part of its motion DC. Take CG greater than DC representing the perpendicular motion of the ray after passing into the denser medium ; and take CE equal to AD representing the parallel part of the motion of the ray, which, because it is parallel to AB, remains the same when the ray enters the denser medium. The ray, therefore, at its entering the medium Z, may be considered as acted upon by two forces CE, CG, and consequently (Book II. Prop. XIV.) will describe CF the diagonal of a parallelogram, the sides of which are CE, CG. Now, of these sides, CE remaining the same, whilst CG becomes greater than CD, the angle GCF (from the nature of the parallelogram) will be less than the angle NCL, equal (El. I. 15.} to ACD. Therefore the ray, after it has passed into the denser medium, makes a less angle with the perpendicular OCP than AC, the ray before it passes into the denser medium ; that is, the ray, in passing out of the rarer into the denser medium, is refracted toward the perpendic- ular. On the contrary, whilst the ray of light FC is passing out of the denser medium Z into the rarer medium X, it is more attracted by the denser than by the rarer medium, and is there- fore more drawn toward the former than toward the latter ; whence the attraction opposes the motion of the ray, and will retard it as much, as in passing out of the rarer into the denser medium it was accelerated ; and, consequently, the effect will be the reverse of that which was shewn in the former case. SCHOL. 1. Although there is no doubt that refraction is performed gradually, and in time, during which the light really describes a curve line extending quite through the refracting space, and connecting the refracted with the incident ray, which are tangets to this curve at its respec- tive extremities, yet both the time and space are so small, that experiment has never been able to render even tiie space perceptible, so that the incident and refracted rays are commonly consid. ered as funning a perfect angle precisely at the surface separating the two mediums. SCHOL. 2. The principles of optics are demonstrated upon the supposition that light is a homogeneal substance ; and though light will appear to be compounded of_several kinds of rays, yet the principles of refraction and reflection &c. are mathematically true when applied to rays of any one sort. Plate 6. E XP j. Let a perpendicular cylindrical vessel be so placed that the sun, shining upon its side NA, may cast the shadow of the side to a point L in the bottom of the vessel. This shadow is terminated by SNL, a ray which passes, in a right line, by the edge of the vessel. If the vessel be filled with water, the shadow will recede, as the water is poured into the vessel, from the point L, which terminated it when the vessel was empty, toward the side NA, on which the sun shines, and will be terminated by the ray ONC ; that is, the ray SNL, which first termi- nated the shadow, by passing out of the air into the water, is refracted toward AN, a line drawn perpendicular to the surface of the water, at the point in which the ray enters the water; or the angle of refraction is less than the angle of incidence. 2. Let a small bright object be laid upon the bottom of a cylindrical vessel NBAL at C. Let the spectator's eye be so placed at S, as just to lose sight of the object at C ; that is, so that a ray passing in a right line from the remote edge of the object toward the eye at S will be CHAP. II. OF REFRACTION. 158 intercepted by the edge of the vessel, or that the first ray which is not intercepted passes in the direction ONC above the eye. Whilst the eye continues in the same situation, if the vessel be filled with water, the object will become visible ; that is, the ray which passed from the remote edge of the object, in a right line CNO, by the vessel, in entering the air is refracted into the direction NS, toward the eye, or from the perpendicular BNA. PROP. XII. All refraction is reciprocal. The ray AC, in passing out of the medium X into Z, is refracted into CF, because it is Plate. 6. accelerated at its entrance into Z by the greater attraction of the denser medium : and the *'' 6- ray FC in passing out of Z into X is refracted into CA, because it is retarded by the same attraction. Since, then, the acceleration and retardation are produced by the same degree of attraction in opposite directions, they will be equal to one another, and the refractions produced by them will be equal, but in opposite directions ; that is, if the refracted ray becomes the incident ray, the incident ray will become the refracted one ; or, the refractions are reciprocal. LKM. Tlie space passed through during any portion of the time a piate i. body is Jailing is altrays proportional to the difference of the squares of the '''S- 10 - velocities at the beginning and end of that portion of time. For (B. II. Prop. XXVI.) AFG : Afg : : FG 2 :fg* ; therefore AFG Afg arfYGg : FG f s > : : AFG : FG*, and ADE : Ade : : DE Z : rfe 3 ; therefore ADE Ade or rfDEe : DE* de* :: ADE : DE^but AFG : FG :: ADE: DE S ; therefore fFGg : FG fg* : : dDEe : DE* -de 2 . PROP. XTII In any two given mediums, the sine of any one angle of incidence has the same ratio to the sine of the corresponding angle of refraction, as the sine of any other angle of incidence has to the sine of its corresponding angle of refractiom. Let AC represent the velocity of a ray of light obliquely incident on the plane surface FG of plate 16, a denser medium W at the point C. Resolve this motion, which is constant and invariable in the ^'S' * same medium, into AB perpendicular to the refracting surface and BC parallel to it. Of these (as was shown in Prop. XI.) only the perpendicular motion AB is accelerated, the parallel motion BC continuing unaffected by the attraction. Next (since most probably the intensity of the re- fractive power is greatest precisely at the refracting surface, and gradually diminishes on each side to the limits of its action, thus producing a variable acceleration.) suppose the refracting space to be divided into strata by planes parallel to the refracting surface at the point thiough which the ray passes, and so near to each other that the refractive power, and, of course, the acceleration may be considered uniform between them. Now (by Lemma) the space passed through by a motion uniformly accelerated is proportional to the difference of the squares of the initial and final velocities. But the space passed through by the perpendicular part of the motion of any ray while passing through the same stratum, is always the same, (that is, the thickness of the stratum) whatever the obliquity of the ray may be; therefore the difference between the square of the perpendicular velocity of any ray at its entering any one stratum and 20 454 OF OPTICS. BOOK VI. the square of its perpendicular velocity at its leaving the same stratum is the same as the dif- ference between the squares of the perpendicular velocities of any other ray at its entering and leaving the same stratum, however different the obliquity, and, of course, the actual perpendicu- lar velocities of the rays may be. And as the number of these differences, with reference to any single ray, is equal to the number of strata assumed, the sums of an equal number of equal differences must be equal. Therefore the whole differences produced in passing through all the strata or whole refracting space, or the difference between the squares of the perpendicular velo- cities in one medium until the rays enter the refracting space, and in the other after emerging from it, is always the same, however the actual perpendicular velocities may vary with the obliqui- ty of incidence, and however the refracting force may vary during refraction. Take CD = BC to represent the parallel motion of the ray after refraction, as that continues uualtered, and draw DB in the denser medium perpendicular to the surface to represent the perpendicular velocity of the re- fracted ray. The square of DE must exceed the square of AB by a certain quantity which con- tinues constant in all positions of the ray AC. Now since CD* = BC*. and DE 2 exceeds AB 1 by a constant quantity, CD a + DE 2 or CE* must exceed BC* + AB or AC 2 by the same constant quantity. Therefore as AC and AC 2 are constant quantities, so CE S and CE are also constant ; and as AC expresses the direct velocity of the incident ray which never varies with the angle of incidence, so CE expresses the direct velocity of the refracted ray, which is the same at all angles. On the centre C, and with CB or Cf>, representing the paral- lel velocity, as a radius describe a circle ; it is plain that AC is the secant of the angle ACB or cosecant of the angle of incidence, and CE the secant of the angle DCK or cosecant of the angle of refraction, and as these are constant quantities, however the radius or parallel mo- tion may vary, the cosecants of incidence and refraction in the same two mediums have a con- stant ratio to each other; but sines are inversely as the cosecants of the same angles, therefore the sines also have always the same ratio to each other. When light passes from a denser me- dium into a rarer, the same reasoning may easily be adapted to the retardation the differences of the squares both of the perpendicular and direct velocities of the rays before and after re- fraction being the same at all angles of inclination, and the direct velocity of the refracted ray- being less than that of the incident ray by a certain constant quantity, &c. the terms of the ratio being reversed. If a, b, d, e, be read instead of A, B, D, E, respectively, the figure exhibits an example of a much greater angle of incidence. COR, 1. Hence, when the angle of incidence is increased, the corresponding angle of refrac- tion will also be increased ; because the ratio of their sines cannot continue the same, unless they be both increased ; and if two angles of incidence be equal, the angles of refraction will also be equal. COH. 2. Hence the angle of deviation varies with the angle of incidence. Plate 6.; SCHOL. 1. If a ray of light, AC, pass obliquely out of air into water, AD, the sine of the angle Fig. 6. O f incidence ACD is to NS,the sine of the angle of refraction NCF, nearly as 4 to 3 ; therefore, supposing the sines proportional to the angles, the sine of FCL, the angle of deviation, is as the diflerence between AD and NS, that is, as 4 3, or 1 ; whence the sine of incidence is to the sine of the angle of deviation as 3 to 1. In like manner it may be shewn, that, when the ray passes obliquely out of water into air, the sine of the angle of incidence will be to that of deviation, as NS to AD NS, that is, as 4 to 1. In passing out of air into glass, the sine of the angle of CHAP. II. OF REFRACTION. 193 incidence is to that of 'refraction, as 3 to 2, and to that of deviation, as 3 to 3 2, or 1 ; and in passing out of glass into air, the sine of the angle of incidence is to that of refraction, as 2 to 3, and to that of deviation as 2 to 1. COR. 3. Hence a raj of light cannot pass out of water into air at a greater angle of incidence than 48 36', the sine of which is to radius as 3 to 4. Out of glass into air the angle must not exceed 40 1 1', because the sine of 40 11' is to radius as 2 to 3 nearly ; consequently, when the sine has a greater proportion to the radius than that mentioned, the ray will not be refracted. SCHOL. 2. It must be observed, that when the angle is within the limit, for light to be refracted, some of the rays will be reflected. For the surfaces of all bodies are for the most part uneven, which occasions the dissipation of much light by the most transparent bodies ; some being reflected, and some refracted, by the inequalities on the surfaces. Hence a person can see through water, and his image reflected by it at the same time. Hence also, in the dusk, the furniture in a room may be seen by the reflection of a window, while objects that are without are seen through it. EXP. Upon a smooth hoard draw the right line BCD, and on its extremities erect the per- Plate 16; pendiculars BA and DE in opposite directions ; on the middle C, of line BD, as a centre, and Fl ^' *' with any extent greater than BC, intersect the line BA suppose in A, and with an extent great- er than CA in the ratio of 4 to 3, intersect the line DE, perhaps in E. Then if pins be stuck perpendicularly at A, C, and E, and the board be dipped in the water as far as the line BD, the pin at E will appear in the same line with the pins at A and C. This shews, that the ray which comes from the pin E is so refracted at C, as to come to the eye along the line CA; whence the sine of incidence is to the sine of refraction as 4 to 3. If other pins were fixed along CE, they would all appear in AC produced ; which shews that the ray is bent at the surface only. The same may be shewn, at different inclinations of the incident ray, by means of two moveable rods turning upon the centre C, which always keep the ratio of the sines, as 4 to 3. Also the sun's rays, coinciding with AC, may be shewn to be refracted in the same manner. PROP. XIV. Rays of light, which pass perpendicularly out of one medium into another, suffer no refraction. When AC, the incident ray, coincides with OC, the perpendicular, the action of the medium Plate 6. Z or X to accelerate or retard the motion of the ray, being perpendicular to its surface, cannot *"' 6 - turn the ray out of its perpendicular path. PROP. XV. When parallel rays pass obliquely out of one medium into another through a plane surface, they will continue parallel after refraction. Let AB, CD, be parallel rays, falling on the plane surface RED of a medium of different P i ate 6. density; because they make equal angles of incidence with their respective perpendiculars F'g 9- OP, ST, they will suffer an equal degree of refraction ; that is, the angles of refraction EBP, FDT, will be equal ; whence the retracted rays BE, DF, will be parallel. t6 OF OPTICS. BOOK VI. PROP. XVI. Through a plane surface, if diverging rays pass out of a rarer into a denser medium, they are made to diverge less ; and if they pass out of a denser intu a rarer medium, they are made to diverge, more : if converging rays pass put of a rarer into a denser medium, they will be made to converge less ; if out of a denser into a rarer, to converge inure. Plate 4. J- 16 * tlie diverging rays AB, AE, AF, pass out of a rarer into a denser medium, through the Fig. 10. plane surface Gil, and let the ray AB be perpendicular to that surface ; the rest being refracted toward their respective perpendiculars IK, LM, and that the most which falls the farthest from B, they will proceed in the directions E.V and FO, diverging in a less degree from the ray AP, than they did before refraction ; whereas, lad they proceeded out of a denser into a rarer medium, they would have been refracted from their perpendiculars EK, FM, and those the most which were the most oblique, and theiefore would have diverged more than before. Again, Fig. 11. j e t thg con verging rays AB, CD, EF, pass out of a rarer into a denser medium, through the plane surface GH, and let the i ay AB be perpendicular to that surface ; the other rays being refracted toward their respective perpendiculars IK, LM, and EF being refracted more than CD, they will proceed in the directions DN, FN, converging in a less degree toward the raj AN, than they did before ; whereas, had the first medium been the denser, they would have been refracted the other way, and therefore have converged more. DEF. XIV. A Lens is a round piece of polished glass, which has both its sides spherical, or one spherical and the other plan e. A lens may either be convex on both sides, plano-convex, concave, plano-concave, or convex on one side, and concave on the other ; which last is called a meniscus. In plate 6, fig. 12. Sections of these, formed by a plane passing perpendicularly through their centres, are represented. DEF. XV. The Axis of a Lens is a right line passing through its centre, perpendicular to both its surfaces, and the extremities of the axes are its poles. Each kind of lens is generated by the revolution of a section of the lens about this line. Thus, in the first lens, if acb, adb, revolve about erf, the convex lens will be formed. DEF. XVI. In every beam of light, the middle ray is called the Axis. DEF. XVII. Rays are said to fall directly upon a lens, if their axis coin- cides with the axis of the lens ; otherwise, they are said to fall obliquely. DEF. XVIII. The point, in which parallel rays are collected by passing through a lens, is called the Focus of parallel rays of that lens. PROP. XVII. Through a convex surface of the denser medium, parallel CHAP. II. OF REFRACTION. 157 rays, passing out of a rarer into a denser medium, will become converging ; diverging rays will be made to diverge less, to become parallel, or to con- verge, according to the degree of divergency before refraction, or of the con- vexity of the surface ; rays converging toward the centre of convexity will suffer no refraction ; rays converging to a point beyond the centre of convexity will be made more converging ; and rays converging toward a point nearer the surface than the centre of convexity, will be made less converg- ing by refraction ; and when the rays proceed out of a denser into a rarer me- dium, through a concave surface of the denser, the contrary occurs in each case. Let AB, ID, be parallel rays entering a denser medium through the convex surface CDE, p] a te 6. whose centre of convexity is L ; and let one of these, ID, be perpendicular to the surface. This F '- I3 - will pass on through the centre without suffering any refraction, but the other, being oblique to the surface, will be refracted toward the perpendicular LB, and will therefore be made to pro- ceed in some line, as PK, converging toward the other ray, and meeting it in K, the focus. Had one ray diverged from the other, suppose in the line MP, it would, by being refracted toward its perpendicular LB, have been made either to diverge less, be parallel, or to converge. Let the line ID be produced to K ; and if the ray had converged, so as to have desciibed the line NBL, it would then have been coincident with its perpendicular, and have suffered no refraction. If it had proceeded with less convergency toward any point beyond L in the line IK, it would have been made to converge more by being refracted toward the perpendicular LB, which converges more than it ; and had it proceeded with more convergency than BL, that is, toward' any point between D and L, being refracted toward the perpendicular, it would have been made to converge less. And the contrary happens, when rays proceed out of a denser into a rarer medium, through a concave surface of the denser. For being now refracted from their respective perpendiculars, as they were before toward them, if they are parallel before refraction, they diverge afterward ; if they diverge, their divergency is increased ; if they converge in the direction of their perpen- diculars, they suffer no refraction ; if they converge less than their respective perpendiculars, they are made to converge still less, to be parallel, or to diverge ; if they converge more, (heir convergency is increased. All which may clearly be seen by the figure, imagining the rays AB, ID, &c. bent the contrary way in their refractions to what they were in the former cases. Exp. Let parallel, diverging, and converging rays pass through a convex lens ; the several cases of this proposition will be confirmed. If CDE11 be a convex lens, whose axis is IK, let L be the centre of the first convexity CDE, and M that of the other CHE ; and let the ray AB be parallel to the axis ; through B draw the line LN, which will be perpendicular to the surface CDE at that point. The ray AB in entering the denser substance of the lens will be refracted toward the perpendicular, and there- fore proceed after it has entered the surface at B in some direction inclined toward the axis, as BP. Through M the centre of convexity of this surface^ and the point P draw the line MR, which passing through the centre will be perpendicular to the surface at P, and the ray now entering a rarer medium vvill be refracted ffom the perpendicular into some direction as PK. In like manner, and for the same reasons, the parallel ray ST on the other side the axis, and 158 OF OPTICS. BOOK VI. also all the intermediate ones, as XZ, &c. will meet it in the same point, unless the rajs AB and ST enter the surface of the lens at too great a distance from the axis IK, the reason of which will be afterward explained. The point K where the parallel rays AB, ST, &c. are supposed to be collected bj passing through the lens CE, is called the focus of parallel rays of that lens. If the rays come diverging from a point equally distant from the surface as the focus of parallel rays, they will be rendered parallel ; if from a point farther from the surface than L, they will be brought to a point beyond L ; if from a point nearer than L, they will diverge less 5 as may be inferred from Prop. XII. If the rays come diverging toward L, they will suffer no refraction ; if toward a point beyond I/, they will become more converging ; if toward a point nearer the surface than L, they will become less converging ; as is sufficiently explained in the proof of this proposition. Plate 6. SCHOL. If the rays AB, CD, EF, be parallel to each other, but oblique to GH, the axis of the Tig. 14. j ens IK, or if the diverging rays CB, CF, proceed as from some point C, which is not situated in the axis of the lens, they will be collected into some point as L, not directly opposite to the radiant C, but nearly so ; for the ray CD, which passes through the middle of the lens, and falls upon the surface of it with some obliquity, will itself suffer a refraction at D and N ; but it will be refracted the contrary way in one place from that in the other; and these refractions will be equal in degree, if the surfaces are parallel, as we may easily perceive if we imagine ND to be a ray passing out of the lens both at N and D, for it is evident the line ND has an equal incli- nation to each surface at both its extremities. Upon which account the difference between the situation of the point L, and one directly opposite to C, is so small, that it is generally neg- lected ; and the focus is supposed to be in that line, in which a ray that would pass through the middle point of the lens, were it to suffer no refraction, would proceed. PROP. XVIII. When rays pass out of a rarer into a denser medium, through a concave surface of the denser, if the rays are parallel before refrac- tion, they are made to diverge ; if they are divergent, they are made to diverge more, to suffer no refraction, or to diverge less, according as they proceed from some point beyond the centre, from the centre, or from some point between the centre and the surface ; if they are convergent, they are either made less converging, parallel, or diverging, according to their degree of convergency before refraction ; and the reverse, in passing out of a denser into a rarer medium through a convex surface of the denser. Plate 6. Let MF, 01, be two parallel rays entering a concave and denser medium, the centre of Fig. 15. w hose convexity is H, and the perpendicular to the refracting surface at the point F is LH ; the ray Ol, if we suppose it perpendicular to the surface, will proceed on directly without refraction, but the obliqof ray MF, being refracted toward the perpendicular II L, will recede from the other ray OL If the ray MF had proceeded from a point in 01 farther from the surface than II, it would have been bent nearer to the perpendicular, and therefore have diverged more ; if it had diverged from the centre H, it would have fallen in with the perpendicular I1L, and not have been refracted at all ; and had it proceeded from a point nearer the surface than the centre CHAP. II. OF REFRACTION. 159 H, it would, by being refracted toward the perpendicular HL, have proceeded in some line nearer it than it otherwise would have done, and so would diverge less than before refraction. Lastly, if it had converged, it would have been rendered less converging, parallel, or diver<*in<, according to the degree of convergency, which it had before it entered into the refracting surface. If the same rays proceed out of a denser into a rarer medium through a convex surface of the denser, the contrary happens in each supposition ; the parallel rays are made to converge ; thos e which diverge less than their respective perpendiculars, that is, those which proceed from a point beyond the centre, are made less diverging, parallel, or converging, according to the degree in which they diverge before refraction ; those which diverge more than their respective perpen- diculars, that is, those which proceed from a point between the centre and the refracting surface, are made to diverge still more. And those which converge, are made to converge more. All which may easily be seen by considering the situation of the rays with respect to the perpendic- ular HL. EXP. Let parallel, diverging, and converging rays pass through a concave lens; the several plate 6. cases of this proposition will be confirmed; thus, let ABCD represent a concave lens, ED its Fi fT- ls ' axis, FH the radius of the first concavity, IK that of the second ; produce HF to L, and let MF be a ray of light entering the lens at the point F. This ray being refracted toward the perpen- dicular FL, will pass on to some point, as K in the other surface, more distant from the axis than F, and being there refracted from the perpendicular IK, will be diverted farther still from, the axis, and proceed in