^•Is, IMAGE EVALUATION TEST TARGET (MT-3) // y.. '^ ^ k:«? C/.x (/.^ 1.0 I.I 1^ 12.8 2.5 Z2 ZO 1.8 1.25 \.A III 1.6 ■« 6" _ ^ ^ ^. V] <^ /i >> ^> /A 'W o 7 Photographic Sciences Corporation ^ 1^ WCs WC\ ^ '^:^- #> s jnf to revision.) This Proof is sent to you for dlsoussloci only, and on tho expross understanding that It Is not to be used for any other purpose whatsoever.— (^i^.-S../. 39 of tlu- ConsiituiUm,) «r«n«ai«n Society of Civil (»:'n«in«i$. KSTABI.ISIIKI) 1««. TRANSACTIONS. N.B.— The Society, as a lioily, .loen ii"t liol'l i.«elf r(s| oi;i.llili' fcr tlie fact! and opinions Btateil in any of its publiiations. FKAZIL ICE. ON ITS N ATI' UK AND TIIK I'Ura'KNTlON OK ITS ACTION IN CAUSINO FLOODS. By Gko. W. Hknshaw, M.O.S.O.K. The subject o<'tiii,s yj.\ky is (uie dcstiiua, I bi'lifve, to becoum of iii- creasint! interest to Ei Jieeis in Nortliern cnuntrir^. enpecially to thone engas^ed in works liiiljie to l>i' att'.rtiMl liy itv, wlietlu'r tliroiijih direct attack (H- tbrou-li tioods euiiscd by llie iirn-t oi its niov.'nients. My object is to define tlie true natiin' ol Trazil. and to si|i;nvst a inetbod ol' dealinu; with it, si, as tiib-tanees true frazil is, really, their principal eonstituenl. Now, for an engineer to meet a difficulty with iiitellitience and success, it is almost .essential to understand the actual charac'er of the enemy against which he is to contend. To s]icculate on this bring-' us some- what out of the sphere of the practical engineer and into that ofjjhysical science; but we are often compelled to this course when scientific men neglect the subject, or h'ave us in the dark. That 80 little of the nature of frazil is known among engineers is not surprising, when we find that the haziest notions, if any, regarding it pre\ ail among our highest scientific autlioiities. At a meetinu of the B. A. A.S., held in .Montreal on the 1st September, 1884, in presenting a paper on the subject, the writer was confronted with a specimeti prepared by Sir William Dawson, showing his idea of the formation of frazil icfv It was a piece of lead iierforated or cut into deep tl.'kcs on its tijiper surface, by the action of a current of acid passing over it. As explained by the President (Sir William Thompson), frazil was supposed, similarly, to be the product of currents of water passing over and disintegrating solid anchor ice, exposing, as he expressed it, its 'bones," just as rock is worn into irregular forms by the removal of its softer parts. Now. it is difficult for me to conceive how anyone, practi- cally familiar with the appearai.ce of frazil, conld attribnti' its minute, needle like fragments to a waterworn origin, or believe that a substance 80 developed could be produced in large quantities. We lr. Frank ( rilbcrt, en^'inccr. contractor for ik'c|)cnin|{ the channel tiirough the (iallnps i;ii|ii(l -tal 's lliat be lia< i-i-sed in a boat ovir >;r.at bi^ils of it. coverinu the bottom in (hnso masses of a s]ionf;y a|iiM'araTice. through which his Jiole swept with scarcely perceptible impediment. He also observed it niion a wire rope e.\tendi-d beneath the water, between liis ves.sels, lonkini; like bundles of iron lilin-js lifted up by a masinet. In this case be noticed the curious fact that Jiarts of tbc rope were bare and others covered with the growth, which scenieil to negalivi' the idea that the cold had been conducted through (hi' ro)ic. Under the eirenmstaiiees it is )ilain that the eX]icisnri' of the end- of thi^ rope had little or nothing to do with the formation oi the i<'e. The conclusion I have come to is, that frazil ice is formed in currents cold enioigb not only to ]ireserve its crystals but to induce their formation. Hut why .-hould it grow luxuriantly on one spot, and yet rcfu.se, as wi' have .seen, to grow u)ion a closely adjacent sjiot of a character pre- cisely siir.ilar ? Well, that is a iiuestion yet to be settled : but with your indulgence I will try to oifcr an exi)lanation. All who have observed the action of tine drifting snow, when driven by the wind over a plane surface, such as a roof or a railway platform, will have noticed that it does not swe.']) along in clouds, or rolling volumes, but in long rifts or streaks with bare spaces between. With every lull of liie wind these streaks rest for a moment, to !"■ swept away by a succeeding blast into new combinations of a similar I'orm. acciuding to the variaiioiis, in force and direction, of the wind. Now it is evident that these rifts are jiroduccd by the small iiox(Ualities of the surface of the plane. 'I'hat the bare places are where the wind is least obstructed ; and that the snowy streaks are the eddies where its force is partially obstriictcil. Now if this is admitted, we are brought to the important conclusion, tbat if the obstructions on the plane remain ui. altered, and the direction, \ lunie, and litrce of ihe wind continue uiiehanged. the -treaks of snow with the spaces between will alwnys oecu|iy preeisi'ly the jauie position upon the jilane. If we now apply the.'^e observations to the flow of a river, we shall find a dose I'.pproximatioo to sudi supposed conditions. Vnr taking the case of a stream with a rocky bed, we have the more or less perma- nent obstructions 1.11 the bottom; while, i.nlike the air, the volume, speed, and direction of the water are but little afl'ected by superficial influences. The bottom otsujh :• river jjre.sents a confused suecL.ssion of irregular obstructions, around, over and between which tb water rushes in every direction jiossible at once, and at every variety of speed. Aloni; its maiu channel, greater freedom gives the river current its highest velocity, 80 raising its volume at vhe stiP ■•• readies tliat l)ackward currents or eddies are formed at its edges Looking lit the troubled tumbled surface such a river sometimes presents, one is tempted to believe it a hopelessly involved chaos ol complicated motion ; but ihere is no chaos there. Every movement is made under as strict a law as governs the piston of an engine. Every bulge or swirl that we notice at some jiarticular spot comes from the Relf-samo sunken rock or cranny, and each would rejieat itself precisely, were it not for molecular variations, which we will not here take account nffurtlier than to note that they modify, in a minor way, the results of which 1 am about to speak. Bearing these facts in mind let us take a horizontal or piano section of the river. Here we have in the currents .'^o intersected, instead of the long streaks seen in our snow drift, an irregular network with meshes of every size and threads of t very thickness. The threads represent tbc currents, and the meshes the comparatively still spaces enclosed. If wo wish to represent the molecular effects alluded to, they may be sliown as a sort of fringe of eddies along the sides of the threads. As in the case supposed the general plan and position of the network is permanent, and as we know that water is a bad conductor of heat_ it is plain that a sudden cooling of the _water uji stream would cause the threads of the network to became colder than the unclosed meshes ; while the reverse would be the ease on the water above becoming warmer, so that objects placed, the one in mesh and the other in tbc thread, would be affected differently us to temperature. their ascent 11 ill a block ueatinnable. iiiultlirou^h iiniit IhmIs u|iiM'uraiit't', (liini'iit. Hi'. ir, bi'twci'ii a tnnsriii't. ic wiM'i' bun' ivc tlic idea Under the le ropi' liad I in currents ndiiec their t refurte, hh iracter pru- iidul^i'iiec I vhcn driven ly platlorni, i, or rdihiiu •on. Witifi ■ swept away 11, according 1 iiiet(Ualities e the wind ics wliere its are broui;hl n tlie plane of ihe wind jetween will er, we shall For taking lesrt iiiTiua- tlie volume, y Huperticial iiof'irrfjiular ■ ."-"n- i... boat .t..un., kit it. current is too rapi.l m tV.v/,,. ov.r ; an.l ho a HuporcHW .'urrei.t i. bor,... .low., tl.r.mjrl. th>- ...twurk. Th.. n.H«lt iH ol.vi.ms. ,.l..i.r.. ll.at |..v>n.. .....ul.V ....rl-M. ... . .<■ thro.ulH ,tr.. n,v..n-.l witl, .i ..rovv.l. ..nV,./,il. wl.il.. .imihir o\.y.i. ... tl... ZL r.."»i„ .....V. Si...il.vlv, o,. .. ...U... ........,o to a wa.-.ner L,...rat«r.. th.. ...,..-. '^' fnv/il "r- .Lawnl I'. .1.. n tra.l a„..hora,cs J. a,.a an. oarri...l .low., l.v .1.. M.va..., A ,,l.....o,.,, ..o.. .... , 1 I, 1. V ol...rv...... This .I..0.V ai.M.x,,lai..- wl.v IV.u.l .l-... no, t.,..., on Idy .,r li.... ,vav..lly t.o..,....s ; li..- wl.,.,.,.v..r tl...rc is any .1.. t.njot the oltr«ctio,.s o.. .h..bo„o„. tl....... will aUo l- ..l...n...s .n . ..■ th.-..a,l ;i;;i n...si.... ,n.v.....i...ti.at ......i...... .- -.1. .•.■■ - 1 '•';-•'•«■" wh.ch is .,..e..sarv .0 .1... (•nrn.a.io.. ..f IV../il. ..■■ so n..n.n^ thread an.l m'sh as f. brint^'tl... wl.nl.. al.ov,. .1.. .v.,..i.v.l t..n.,H..ut...v. I ela.n. for this tho,.rv if ..ot al.s.>l..t.. .l,.n.o..st..a.in... a. l-a-t tl... .....r.t ol ammnti..,^ rov.,tll know., ia.ts in .■......•.tio.. with .1... u...l aC.o.. ''"rmil,asm.k..ow,a,.,».a.si..tl... luimMa n,a<. .1 IVail vavticK with vorv littk colu-sivo ,-.w..r. Tt is vlah. th... that ... sn.all,,..a.. ....-1*. or wi.l."anv.hin. Ilk., a iV.... Va-a,.-, i. w-nhl pass away h..n..l..ss y seawar.l 'it r,...l,l n..t un.h'r s..c.l. ,.i.-.......s.a......s h.-^-on... suffi.nocks arc formed in such places and the ob struetion caused by f.iem is .luc ..hiefly to brokeu sheets caught vertically, or at an an-le with the surface. r.- ■ • The character a,..l actio,, of IVazil is totally d.fferent. R.s.ng .n masses from the bott.m.. its buoya.,ey is so small that it floats to a con- siderable distan.e bel.nv the surface ; while so littl." is its cohesion that when the mass becnncs <.ompa..te,l enough to el..vate its upper lace above the water, it falls apart an.l spreads over the suvfae... It often attaches itself t.> floating ice or forn.s a nucleus for a new sheet of ice ; and should sevorc ..old sufficiently ...msolidatc the whole, the surface , would be swept beneath the barrier ice, which it was attached. the train of the frazil to the Cn u(^llIm^t»^ll iiulinliK, *liii in winter d«ily trHitnixirt tli«( uiniti to and f'rcim Lathiiic, sliitc tliiit trir/.il «r n\m\\ ice iuuh imly in llio i'»rly part of tlip winter ; nnd that wln'u it cuiim'd to tunm down, tliny know tint till' oil iniirl in clowd «l tin' ii|i|«'r I'nd of ihi- lake. If lliis iH wi, it -liiiwn .itliiT I lull llu' liiuil liinind tii-lnw the liiHciidc rHpidtt renminH flxid to the bittoni an amliot- iof, or, nlml is moro lik.ly. timt b"iiij^ iiir.wi.Ml |py tlio friciion ol' tli.' ovrriyintj ico, it in llirimt iihIiIc and jiininiiil iirlwirn tin' iro mid tlu' tiolt.ini, ovi-r the hattnifH or ithoaU. At unv riOf, it goi-n to |iriivr, linm witlioiit mi o|M'n <'liunned in various hi iielirial ways, chiefly in seenriie,; ;in ir^ bri(l>.'e at some dani;erous spot. 'I'lie hitcst ease nf tie kiml. known to 111. ■, was for the purpose (d' making a road upon whieli to liuiil slniir ;inil I'thrr iniileriai lor the repair ol the Ca- rillon dam ; a pari of vvhii'li hail breii iiinKi mined ami emrieil away the pirvious year. The attempt, wliieli was entirely successful, was madi' iiii.ler the iliirilinii ol .Mr. Stark, superint' ndiiig engineer of the Ottawa Uiver Caiial< No doubt such 11 ]iliiii apjiiied to Lake .St. Louis wouhl aiueliorale spring floods at .Mniitreiil it we were sure that it would ^ tip flood the upper country, and the water obtain so great a head as to carry piers and everything e!se beh)re it, ami bring a worse disa.sler upon the city. From the t'laeizoing eonsiderations it seems reasonable to eondude that the direction of ;my effertive op ration-; for the prevention of floods, should be in the followini; lines ; 1st. Slraiiihteiiing the ehaiint of the stream tonds to carry ice and frazil into wedge places and euls de sac. Giving the bottom a down- waril gr«de of the stream to give free egress to ico entering from above. 3rd. Keuioving ov<'r the whole area of the part of the river aUeeted, all boulders, ledges ami other projectiiais of the bottom. Thorough cutting ;U1 sub eliannel.-, so as to give them a free i(is<-l!arge at the out- let ; and beiiehiiig such shallow .~!oprs along the shoals as in combina- tion with the surface ice aftbid the natural traps in which the Irazil is caught. Since writing the above a reeommeiidation of the (lovernment Com. mission on Floods has been partially put into I'fl'eet, namely, an attitinpt to keep open the river channel between Three Kiveis and 8orel, by means of vessels lltled to bruik uji the ice. While very dinibtful of its suecess as a means of preventing floods at Montreal, I nevertheless heartily endorse the experiment. \u such a diflicult (juestion the experience gained in an ettort of this kind must greatly help im a solution, and may lead to other discoveries of benefit to the country, which otherwise would remain unknown. Montreal, 14th Dec, 1886.