quadgram

This is a table of type quadgram and their frequencies. Use it to search & browse the list to learn more about your study carrel.

quadgram	frequency
the bottom of the	82
the surface of the	61
the top of the	50
for the purpose of	40
by means of a	35
the level of the	30
as shown in fig	27
at the end of	27
the action of the	26
at the same time	26
the end of the	26
the centre of the	25
at the bottom of	24
the whole of the	24
the height of the	24
to a depth of	22
the new red sandstone	21
in the case of	21
the weight of the	20
at the rate of	20
the diameter of the	20
the santa catarina river	20
at the time of	20
from time to time	19
it is necessary to	19
for the use of	19
the effect of the	18
to the bottom of	18
surface of the ground	18
in the form of	18
the length of the	18
it will be seen	18
was found to be	17
the position of the	17
the size of the	17
the nature of the	17
the sides of the	17
by means of the	17
the velocity of the	16
to the action of	16
the contents of the	16
at the top of	16
it was found that	16
the side of the	15
in connection with the	15
bottom of the bore	15
will be seen that	15
of the santa catarina	15
feet from the surface	15
nil nil nil nil	14
high and low water	14
of available chlorine and	14
a portion of the	14
to the depth of	13
the sun and moon	13
the direction of the	13
cent of available chlorine	13
per cent of available	13
the pressure of the	13
by the addition of	13
the details of the	12
is due to the	12
the character of the	12
the course of the	12
with the exception of	12
a depth of feet	12
is shown in fig	12
on the other hand	12
the cost of the	11
the depth of the	11
for a distance of	11
at a distance of	11
bottom of the well	11
the water from the	11
be seen that the	11
the greater part of	11
of the sun and	11
the fact that the	11
in the presence of	11
the case of the	11
each side of the	11
the center of the	11
the quantity of water	11
the mouth of the	11
the form of a	10
by the use of	10
line of least resistance	10
the total quantity of	10
of the infiltration gallery	10
the construction of the	10
the area of the	10
from the bottom of	10
in accordance with the	10
it will be necessary	10
the face of the	9
on each side of	9
in the same direction	9
cubic feet per minute	9
from the surface of	9
the collection of house	9
the bed of the	9
rise and fall of	9
with a view to	9
the depth of feet	9
by the action of	9
collection of house refuse	9
the upper part of	9
height of the tide	9
in the ordinary way	9
and at the same	9
the line of least	9
on the addition of	9
million gallons per day	9
the flow of the	9
the edge of the	9
will be necessary to	9
of the tertiary district	9
of the water is	8
between high and low	8
depth of feet from	8
may be taken at	8
in the neighborhood of	8
upper part of the	8
in the new red	8
the back of the	8
surface of the street	8
of the house refuse	8
the line of the	8
san geronimo gravity supply	8
to be dealt with	8
for total total cost	8
at the present time	8
in the vicinity of	8
with regard to the	8
on account of the	8
in the centre of	8
level of the sea	8
rate for total total	8
the point of application	8
the lower tertiary strata	8
the amount of chlorine	8
total total cost no	8
is attached to the	8
the temperature of the	8
the public health act	8
lower part of the	8
so as to be	8
the head of the	8
the outcrop of the	8
the lower end of	8
the attraction of the	8
was found that the	8
miles per hour from	8
below the surface of	8
the roof of the	8
in order to prevent	8
of sea water on	8
of feet from the	8
one of the most	8
bottom of the hole	8
of the water in	8
a distance of feet	8
the interior of the	8
the efficiency of the	8
the lower part of	7
by the local authority	7
surface of the water	7
of the well at	7
the addition of ammonia	7
from the fact that	7
which it will be	7
as soon as the	7
per cent of the	7
in the proportion of	7
of the effect of	7
the depth of water	7
as far as possible	7
the state of nuevo	7
in which it is	7
in such a position	7
the vicinity of the	7
that the cost of	7
the distance from the	7
the time of concentration	7
it is found that	7
the water in the	7
the shaft is feet	7
to the level of	7
in the same manner	7
action of sea water	7
the strength of the	7
of the boring rod	7
to the point of	7
in diameter and feet	7
as well as the	7
in the majority of	7
is made with a	7
the total cost of	7
san nicolas de los	7
a practical treatise on	7
attraction of the sun	7
it is evident that	7
the capacity of the	7
any part of the	7
the arrangement of the	7
the majority of the	7
the completion of the	7
a distance of m	7
greater part of the	7
in the santa catarina	7
nicolas de los garzas	7
diameter and feet deep	7
lower end of the	7
the disengaging rod m	6
american public health association	6
in the southern ocean	6
so as not to	6
is shown in figs	6
the manner in which	6
two hours and a	6
shall construct an ashpit	6
bank of the river	6
a consideration of the	6
the width of the	6
the concrete for the	6
it will be noticed	6
the remainder of the	6
private courts and alleys	6
person who shall construct	6
the valley of the	6
in cubic feet per	6
of the organic matter	6
to the formation of	6
the floor of the	6
feet inches in diameter	6
to the extent of	6
on the surface of	6
of the shaft is	6
should be made of	6
in the design of	6
velocity of the wind	6
on the subject of	6
to the surface of	6
for the supply of	6
for the sterilisation of	6
of the water and	6
it must be remembered	6
pressure of the water	6
the extent to which	6
flood of august th	6
is provided with a	6
the neighborhood of monterrey	6
hours and a quarter	6
per million of available	6
of the germicidal action	6
the turn of the	6
the exception of the	6
in such a manner	6
the tops of the	6
of high and low	6
the total length of	6
who shall construct an	6
above the level of	6
h o hcl o	6
the progress of the	6
of the sewage in	6
the passage of the	6
end of the tube	6
of the cost of	6
shown on plate ii	6
will be noticed that	6
in the center of	6
with a building shall	6
the well of passy	6
of the society of	6
it should not be	6
in addition to the	6
it is obvious that	6
along the line of	6
as far as the	6
kitchen and chamber slops	6
under the influence of	6
the base of the	6
in the course of	6
during the period of	6
against the sides of	6
at a depth of	6
in the following table	6
extent to which the	6
in the direction of	6
flow of the sewage	6
in order that the	6
it was proposed to	6
by the sanitary authority	6
the requirements of the	6
at the foot of	6
a results are b	6
million of available chlorine	6
construct an ashpit in	6
the upper end of	6
velocity of the germicidal	6
the whole length of	6
the extent of the	6
of the surface of	6
feet in diameter and	6
the sewage in the	6
the pores of the	6
the water supply of	6
care should be taken	6
on the top of	6
there can be no	6
the use of the	6
action of the chlorine	6
the depth at which	6
in this case the	6
per head per day	6
of the lower tertiary	6
to the top of	6
the same time the	6
removal of house refuse	6
in the construction of	6
similar to that of	6
the rate of about	5
about feet from the	5
the well at the	5
the friction of the	5
to the excess of	5
estimation of free chlorine	5
of the catch j	5
in the event of	5
the nascent oxygen hypothesis	5
quarter of an hour	5
in conjunction with the	5
water of spring tides	5
that is to say	5
the excess of the	5
part per million of	5
member of the society	5
effect of ammonia on	5
it is advisable to	5
a distance of km	5
temperature of the water	5
large quantities of water	5
the health of the	5
is suspended from the	5
was probably due to	5
the positions of the	5
the quantity to be	5
the ends of the	5
various parts of the	5
feet from the ground	5
of available chlorine in	5
on the high ground	5
if there is any	5
a function of the	5
sunk to a depth	5
of santa catarina river	5
estanzuela and san geronimo	5
upper portion of the	5
on the opposite side	5
mean level of the	5
the flow in the	5
for the purposes of	5
that the addition of	5
would have to be	5
a depth of about	5
upper end of the	5
of the outcrop of	5
the american public health	5
the upper portion of	5
the quantity of rain	5
if there is a	5
in different parts of	5
is feet in diameter	5
general design of the	5
in the original document	5
according to the depth	5
in the usual way	5
met with in the	5
the lower portion of	5
to the amount of	5
in the manufacture of	5
practical treatise on the	5
the levels of the	5
as shown on plate	5
disposal on the farm	5
as much as possible	5
gallons per head per	5
care must be taken	5
side of the river	5
the yield of the	5
of the american public	5
weight of the boring	5
up to the surface	5
on a ft tide	5
side of the street	5
it will be observed	5
feet below the surface	5
should not be used	5
rate of absorption of	5
part of the machinery	5
depth of the water	5
of bleach and ammonia	5
of the available chlorine	5
of chlorine required for	5
of the state of	5
the sewers are designed	5
the invert of the	5
the foot of the	5
below the level of	5
disposal works at san	5
turn of the current	5
the purpose of removing	5
a contact period of	5
above the bottom of	5
be no doubt that	5
in the number of	5
the disposal of the	5
to the diameter of	5
of the contents of	5
in one case the	5
bottom of the shaft	5
the control of the	5
and the length of	5
it has been found	5
is necessary for the	5
and low water mark	5
clark and de gage	5
effect on tides of	5
parts of the system	5
a large quantity of	5
the purpose of obtaining	5
it must not be	5
the local government board	5
that it may be	5
with reference to the	5
the removal of the	5
in proportion to the	5
the flow of gas	5
lower portion of the	5
bottom of the excavation	5
the time of the	5
the germicidal action of	5
upon the surface of	5
the rise and fall	5
may be of interest	5
over a period of	5
works at san nicolas	5
for the preparation of	5
should be taken to	5
and fall of the	5
the top and bottom	5
from feet to feet	5
effect of contact period	5
the reduction in the	5
it consists of a	5
in excess of that	5
it is proposed to	5
it is stated that	5
as shown in figure	5
work in connection with	5
to that of a	5
be borne in mind	5
can be no doubt	5
in all cases where	5
sewage disposal works at	5
of the water supply	5
due to the excess	5
such a position as	5
the use of a	5
and in order to	5
it is desired to	5
part of the year	5
the water of the	5
by an impervious stratum	5
to the adoption of	5
the working of the	5
must be remembered that	5
at san nicolas de	5
drawn out of the	5
on the bottom of	5
rate of flow of	5
the city of paris	5
the water to be	5
absorption of chlorine by	5
on the north side	5
of house refuse and	5
shall construct such ashpit	5
the disposal field is	5
is shown by fig	5
the increase in the	5
in the position shown	5
level of the water	5
the society of engineers	4
in the city of	4
portion of the city	4
shed of the santa	4
for the production of	4
effect of chlorination on	4
the rods in the	4
in diameter and in	4
increase in the number	4
following table gives the	4
the lowering of the	4
of the san geronimo	4
it should be noted	4
and consists of a	4
the cost of maintenance	4
there is nothing to	4
it is possible to	4
by reason of the	4
per second with the	4
the discharge of the	4
the results obtained on	4
considerable distance from the	4
of cost per employees	4
the effect of this	4
effect of sea water	4
upon the nature of	4
the effect of a	4
of one of the	4
the flood of august	4
the great flood of	4
so that when the	4
the condition of the	4
borne in mind that	4
out of the bore	4
the operation of the	4
have shown that the	4
out of the way	4
in favour of the	4
with the aid of	4
the concentration of the	4
in the foregoing table	4
the bottom of which	4
of the tank and	4
house refuse and cleansing	4
to the south of	4
to admit of the	4
practically the same as	4
discharge in cubic feet	4
rays of light from	4
flow in the sewers	4
is shown in table	4
the outside of the	4
raising or lowering the	4
head per day for	4
santa catarina river in	4
from the centre of	4
to such an extent	4
the strata passed were	4
per day were treated	4
of the public health	4
an estimate of the	4
fixed points on shore	4
the water at the	4
equal to that of	4
complaints as to tastes	4
at the beginning of	4
it will be found	4
floor of the reservoir	4
it is possible that	4
of the hypochlorite solution	4
as that of the	4
the treatment of the	4
the influence of the	4
the development of the	4
cl h o hcl	4
from the source of	4
are shown on plate	4
as is the case	4
is more or less	4
on the line of	4
of the float can	4
levels of the sewers	4
a position as to	4
that it can be	4
the supply of the	4
ratio of chlorine to	4
be made in the	4
distance of feet inches	4
velocity in feet per	4
amount of chlorine required	4
and the cleansing of	4
in the same place	4
to the height of	4
a small quantity of	4
near the surface of	4
on the north bank	4
the floods of august	4
a building shall construct	4
from a consideration of	4
of the total rainfall	4
in mind that the	4
at the side of	4
at a considerable distance	4
contents of the reservoir	4
of application of the	4
the effect of chlorination	4
the pollution of the	4
to tastes and odours	4
are shown in figs	4
it is required to	4
be reduced to a	4
rings to each pipe	4
per capita per day	4
the following table gives	4
level of low water	4
of which are shown	4
per cent of chlorine	4
the centre of a	4
probably due to the	4
delivered to the city	4
limits of the city	4
in view of the	4
similar results were obtained	4
to the boring rod	4
the case of a	4
for the disposal of	4
accounted for by the	4
after it has been	4
while at the same	4
to the attraction of	4
will have to be	4
on a large scale	4
as in the case	4
inches in diameter and	4
at some distance from	4
described in this paper	4
the presence of the	4
of that of the	4
so as to obtain	4
of water to be	4
of the disposal field	4
as shown in figs	4
bottom of the tank	4
thrown out of gear	4
such an extent that	4
of the river at	4
in consequence of the	4
so as to allow	4
building shall construct such	4
character of the strata	4
is shown on plate	4
as a guide to	4
of the boring rods	4
centre of a circle	4
gallons per day were	4
south side of the	4
a manner as to	4
western limits of the	4
be noted that the	4
at the back of	4
the question of the	4
a concentration of p	4
in the amount of	4
the concrete was placed	4
the rate of progress	4
a great number of	4
of one of these	4
by the urban authority	4
supply of water for	4
of water for the	4
a matter of fact	4
may be described as	4
mean level of sea	4
of the sea at	4
the south side of	4
not be less than	4
quantity of storm water	4
the high ground to	4
low water of spring	4
can be ascertained by	4
the time of new	4
there is no doubt	4
the inside of the	4
is much greater than	4
a plan of the	4
for the discharge of	4
a certain amount of	4
the sewage from a	4
in parts per million	4
to which reference has	4
on the lower side	4
in some instances the	4
the waters of the	4
to that of the	4
was due to the	4
of light from the	4
high ground to the	4
law on the subject	4
roof of the reservoir	4
total length of the	4
diameter of the hole	4
at an elevation of	4
and the appearance of	4
the purity of the	4
in a similar manner	4
the law on the	4
carried out by the	4
to be used in	4
selection of site for	4
the rest of the	4
the application of the	4
is no doubt that	4
removal of the house	4
the dosage required for	4
one of the chief	4
on the side of	4
and the yield of	4
six miles per hour	4
so as to prevent	4
by the author in	4
institution of civil engineers	4
in feet per second	4
the reduction of the	4
the slope of the	4
to gallons of water	4
to the use of	4
the float can be	4
position of the boat	4
same direction as the	4
a house to house	4
has been able to	4
the basis of the	4
an increase in the	4
of the disengaging rod	4
the length of time	4
the sinking of the	4
the value of the	4
the same direction as	4
parts per million of	4
bottom of the trench	4
end of the beam	4
the discharge of a	4
find their way into	4
it will therefore be	4
the movement of the	4
the trough of the	4
distance from the centre	4
or an average of	4
the removal of house	4
the crest of the	4
of the water to	4
of which there are	4
as to tastes and	4
have to be taken	4
such a manner as	4
than would otherwise be	4
above the top of	4
depth of rainfall in	4
that part of the	4
the course taken by	4
so that it is	4
and san geronimo waters	4
considerable difference in the	4
lineal yard of road	4
action of the sea	4
of the most important	4
slight increase in the	4
the rate of absorption	4
exposed to the action	4
from which it will	4
quantity of water to	4
in a straight line	4
about half an inch	4
the actual cost of	4
the disposal of sewage	4
purpose of removing the	4
it was assumed that	4
the same manner as	4
it would seem that	4
during a period of	4
but in order to	4
approximately per cent of	4
august th and th	4
comes in contact with	4
in a few minutes	4
layers of the soil	4
to be found in	4
vary according to the	4
point at which the	4
the institution of civil	4
every person who shall	4
that it should be	4
positions of the float	4
so that the water	4
and it was found	4
for the completion of	4
in excess of the	4
results obtained during the	4
bottom of the cylinder	4
great flood of august	4
the lines of sight	4
be the centre of	4
is equal to the	4
at least feet from	4
the removal of snow	4
in the bottom of	4
the general design of	4
have been changed to	4
george robert graham conway	4
for the water to	4
top of the bore	4
as a matter of	4
storm water in sewers	4
and when it is	4
on the basis of	4
the ottawa river water	4
the intensity of the	4
disposal methods in tight	4
a considerable distance from	4
and the number of	4
the site of the	4
for the same reason	4
will be observed that	4
over the centre of	4
feet per second with	4
a portion of this	4
but there is no	4
to a height of	4
boundary of the tertiary	4
of rise and fall	4
of the chlorine on	4
it was necessary to	4
of chlorine by water	4
the best results were	4
examples of wells executed	4
part of the city	4
center of the city	4
per lineal yard of	3
of the chloramine process	3
end of the line	3
will thus be seen	3
should be kept in	3
operation of a septic	3
is nearest to the	3
from inches to feet	3
the current will turn	3
the hydraulic cylinders i	3
a maximum rate of	3
are given in table	3
during the same period	3
all parts of the	3
from the house and	3
if there is no	3
the removal and disposal	3
the pipe from the	3
the flat rope a	3
a short distance above	3
reduced to a minimum	3
the joints of the	3
sufficient to cause a	3
of the course of	3
the amount of free	3
of the gulf of	3
and spears or rods	3
to be of any	3
is practically the same	3
in connexion with a	3
in order to make	3
may be considered as	3
intended to be employed	3
with a maximum rate	3
datum for tides at	3
the subject of scavenging	3
through which the water	3
for each foot in	3
in the quantity of	3
the well is feet	3
in contact with the	3
and the cost of	3
can be disposed of	3
the expense of the	3
on the west coast	3
the line of contact	3
but it is always	3
pound of available chlorine	3
as the distance from	3
in the absence of	3
different parts of the	3
supply of water from	3
not more than to	3
of the sides of	3
the earlier part of	3
depreciation of horse flesh	3
cases it is necessary	3
as shown on fig	3
the best means of	3
due to the formation	3
whole length of the	3
the effect of ammonia	3
effect of chlorine on	3
the point at which	3
it is to be	3
sewers are designed to	3
to be employed in	3
the hydrogen ion concentration	3
level of sea at	3
it has already been	3
it is very desirable	3
of it has been	3
where the water is	3
to the character of	3
joint for cast iron	3
as to cause the	3
at or near the	3
in others it is	3
at the head of	3
by the committee on	3
tide at a is	3
be disposed of by	3
sinking and boring wells	3
it is necessary that	3
manner in which this	3
of chlorination on typhoid	3
the mass of the	3
sin b c a	3
of the well tube	3
within feet of the	3
as to allow the	3
hole at the bottom	3
to the method of	3
is then drawn up	3
or near the surface	3
a normal flow of	3
the end of this	3
public health act of	3
has to be pumped	3
increase in the hardness	3
and low water of	3
a solution of chlorine	3
removal and disposal of	3
the placing of the	3
the column of water	3
the latter part of	3
the governor of the	3
less than per cent	3
beds of the paris	3
as well as for	3
contents of such ashpit	3
low water of ordinary	3
the boring tool is	3
the majority of cases	3
the internal block b	3
the level of high	3
final selection of the	3
be taken into account	3
bucket worked by the	3
house refuse and the	3
the house refuse and	3
of the wind was	3
will depend upon the	3
it will be noted	3
the bulk of the	3
refuse and the cleansing	3
from the new red	3
the convenience of the	3
with respect to the	3
as there is less	3
outcrop of the lower	3
equal to pounds of	3
of the drainage area	3
distance of feet from	3
to feet from the	3
for any length of	3
a high proportion of	3
so as to avoid	3
is not affected by	3
lb per square inch	3
any length of time	3
at a height of	3
is used in the	3
the top collar h	3
less than six miles	3
i addressed to the	3
results were obtained with	3
the opposite side of	3
on the assumption that	3
by the decomposition of	3
per cent of anhydrous	3
large quantity of water	3
within the city limits	3
boring at great depths	3
opposite side of the	3
screwed on to the	3
north bank of the	3
position of the float	3
be taken of the	3
that of the sun	3
shows the effect of	3
of the tubbing is	3
the greater portion of	3
and it is not	3
sin d a e	3
in front of the	3
the addition of small	3
in the open sea	3
the trepan and spears	3
removal of snow in	3
high water of the	3
in which this work	3
water of ordinary spring	3
the average velocity of	3
carried out under the	3
in the lower tertiary	3
to the health of	3
system for a city	3
south of the city	3
the north of france	3
the magnitude of the	3
in order to avoid	3
during the process of	3
the water will be	3
and is provided with	3
depth below the surface	3
the well has been	3
the author has found	3
one of these vans	3
water supply from the	3
when the top bucket	3
end of the pipe	3
if the sewage is	3
the importance of the	3
the cost of scavenging	3
the cleansing of the	3
in no case should	3
for which it is	3
but this is a	3
feet in length and	3
quantity of water used	3
than six miles per	3
top of the tube	3
the centre of attraction	3
a larger scale in	3
might be in the	3
to the north of	3
mouth of the river	3
are common in the	3
a large supply of	3
the elevation of the	3
be innocuous and clear	3
of in and over	3
of the knife or	3
quantity of rain which	3
to the same extent	3
may be obtained from	3
which may be expected	3
no doubt that a	3
but it is possible	3
there is a considerable	3
the contents of such	3
so that the two	3
the first and last	3
line of the infiltration	3
carried up to the	3
original document is presented	3
in order to ascertain	3
the gradient of the	3
the storm water sewer	3
its way into the	3
as the result of	3
the revolution of the	3
may be used for	3
the top bucket is	3
sides of the bore	3
declination of the sun	3
of tannin from tea	3
the superficial layers of	3
in the interior of	3
the other side of	3
for the disinfection of	3
the contract prices for	3
it is probable that	3
be used in the	3
diameter of the boring	3
in tight or wet	3
enlarged section of the	3
be found in the	3
of the hole in	3
the first cost of	3
the results obtained in	3
that they may be	3
feet of the surface	3
view of santa catarina	3
analyses of estanzuela and	3
northern part of the	3
college for civil engineers	3
on the th of	3
the shape of the	3
of the flood on	3
having a capacity of	3
notwithstanding the fact that	3
in the flow of	3
this part of the	3
by the aid of	3
time of new moon	3
end of the outfall	3
it is necessary for	3
with a contact period	3
of sewage will be	3
attached to the piston	3
to the size of	3
the object to be	3
drawn up again to	3
of liters per capita	3
is stated that the	3
the addition of a	3
a section of the	3
to the trepan and	3
in the ordinary system	3
the part of the	3
of the current at	3
addition of small quantities	3
in accord with the	3
pressure in the dress	3
south and obispado reservoirs	3
disposal of drainage from	3
making an angle of	3
of a sea outfall	3
the route of the	3
be carried to the	3
to act as a	3
sides of the excavation	3
when the moon is	3
according to the height	3
but it is generally	3
slightly in excess of	3
the reservoir was completed	3
from the point of	3
the bottom of this	3
it will probably be	3
in the rate of	3
in this way the	3
water to be treated	3
in a few instances	3
average rainfall for the	3
state board of health	3
the height of high	3
of chlorine to ammonia	3
attached to the rope	3
on absorption of chlorine	3
in opposition to the	3
to a great extent	3
sand green sand and	3
height of high water	3
ft in ft in	3
are bacteria per c	3
per foot in width	3
there might be in	3
there is also the	3
from which the water	3
was the first to	3
more resistant to chlorine	3
the point where the	3
at the horse fort	3
the amount of water	3
to which the water	3
the large and the	3
best results were obtained	3
the centre of this	3
for the sake of	3
gives the details of	3
design of the works	3
the results of which	3
should be covered with	3
the tide at a	3
a few feet of	3
in connection with this	3
the engineers of the	3
it is difficult to	3
gallons of water a	3
yield of the well	3
for the sewage to	3
velocity of the current	3
surface of the earth	3
advice should be sought	3
by dakin and dunham	3
made as long as	3
under the direction of	3
of the sewer is	3
during the treatment of	3
and thickness of the	3
with a few flints	3
allowance must be made	3
in the paris basin	3
to obtain the same	3
pipe to the city	3
a slight increase in	3
a uniform flow of	3
for cast iron pipes	3
so great as to	3
a section and plan	3
supply of water to	3
the square root of	3
find its way into	3
centripetal force over centrifugal	3
author has found that	3
it will thus be	3
is carried to the	3
the north end of	3
present in the water	3
an ashpit in connexion	3
house to house call	3
the dry weather flow	3
the construction of a	3
h measured in feet	3
per hour from the	3
of the united states	3
a sufficient number of	3
rock at the bottom	3
large supply of water	3
water mains and sewers	3
nature of the strata	3
royal commission on sewage	3
on the other side	3
greater than can be	3
of the latter is	3
the present practice of	3
directed attention to the	3
evidence has been adduced	3
the cleansing of streets	3
as may be found	3
is the house refuse	3
which is used for	3
as quickly as possible	3
should not be less	3
of the wind is	3
points c and d	3
connections to the trepan	3
daily rainfall of in	3
all the concrete work	3
that shown in fig	3
the large quantity of	3
is always preferable to	3
where it has been	3
to the boring tool	3
a treatise on the	3
during the use of	3
should be noted that	3
at a strength of	3
as measured by the	3
mean hourly velocity of	3
by the superintendent of	3
of the sample in	3
to farmers and others	3
of the weight of	3
earlier part of the	3
the location of the	3
formation of these compounds	3
committee on water supplies	3
upon the quantity of	3
intended to be used	3
top of the rod	3
the end of each	3
raising and lowering the	3
the extra cost of	3
for the treatment of	3
is that of the	3
miles and a half	3
to be discharged into	3
cost of maintenance is	3
the rate of flow	3
proportion shown in the	3
only be obtained by	3
has been made for	3
shown to a larger	3
which is a very	3
the action of sea	3
the field may be	3
a quarter of a	3
the tensile strength of	3
thus be seen that	3
section and plan of	3
the sea outfall should	3
into the bottom of	3
that it would be	3
the flow of sewage	3
plates and wood engravings	3
land an effluent which	3
which are likely to	3
is one of the	3
may be taken as	3
period of one hour	3
method of disposing of	3
subsurface irrigation of sewage	3
is said to be	3
to ascertain the depth	3
never be used in	3
portion of the hole	3
the addition of bleach	3
of water passing over	3
an equal number of	3
a b c d	3
is carried by the	3
pound of liquid chlorine	3
with the production of	3
it has been stated	3
the water delivered to	3
this is done by	3
an elevation of about	3
work is carried out	3
north end of the	3
the upper layer of	3
the whole weight of	3
have a frontage of	3
of the top collar	3
of brickwork in cement	3
an ashpit in connection	3
connection with a building	3
of the refuse by	3
trepan and spears or	3
are emptied during the	3
a quarter of an	3
of the district are	3
which will pass through	3
as to make it	3
the top of this	3
rainfall in a given	3
after the addition of	3
of the tides and	3
the formation of tides	3
at the base of	3
tail of the catch	3
after the turn of	3
superficial layers of the	3
positions of which are	3
is carried out in	3
but it is not	3
the maximum flow of	3
it is not affected	3
it is used at	3
the tank should be	3
than that of the	3
the question of a	3
placed in the embankment	3
inches diameter and feet	3
when it is desired	3
the san geronimo supply	3
a distance of about	3
accordance with the equation	3
and a half from	3
feet and feet deep	3
of the sources of	3
the period of discharge	3
the available chlorine content	3
disposal of household wastes	3
the city and the	3
two hours after high	3
the use of engineers	3
and in such a	3
a complete network of	3
compiled by the writer	3
the effect due to	3
bottom of the sewer	3
in the first instance	3
in order to increase	3
available for germicidal action	3
per cent solution of	3
the enormous quantity of	3
method of sewage disposal	3
of the boring machine	3
as shown in the	3
up in the position	3
must be made to	3
the first of these	3
being placed in position	3
valves on sea outfall	3
as to admit of	3
be present in the	3
day were treated with	3
made by the author	3
period of ten years	3
at the outlet end	3
for this reason the	3
appearance of a town	3
centre of the well	3
it may be necessary	3
it may be stated	3
and are used for	3
hours after high water	3
lowered to the bottom	3
the remaining portion of	3
was used for the	3
from to of the	3
of sand and gravel	3
or feet from the	3
is a matter of	3
regulation of the dosage	3
proposed the use of	3
over the contents of	3
at a convenient height	3
water mark of ordinary	3
feet inches above the	3
the pressure in the	3
in the same time	3
only on account of	3
the descent of the	3
the time required for	3
in the typhoid rate	3
surface of the soil	3
on the organic matter	3
the force of the	3
will be obtained by	3
well of passy was	3
errors have been corrected	3
be removed by the	3
side of the hole	3
give a concentration of	3
mark of ordinary tides	3
the quantity of sewage	3
in some cases it	3
less than that of	3
an excess of base	3
with a dosage of	3
it is easy to	3
to prevent damage from	3
so as to form	3
the water may be	3
for the same purpose	3
from the water supply	3
and the sewage flow	3
depth at which the	3
is placed in the	3
in the distribution system	3
be delivered to the	3
vary considerably according to	3
what is house refuse	3
the knife or cutter	3
in the neighbourhood of	3
obnoxious tastes and odours	3
center of the reservoir	3
liters per capita per	3
available sources of supply	3
the division of the	3
during the summer months	3
are given in tables	3
per pound of available	3
a part of the	3
which is attached to	3
of estanzuela and san	3
the boring rod is	3
disposal of house refuse	3
is shown by the	3
this is not the	3
action of the knife	3
of august th and	3
from to inches diameter	3
the sewers are tide	3
course taken by the	3
of miles per hour	3
which are shown in	3
with the result that	3
may be regarded as	3
in the treated water	3
to cause it to	3
shown in the tariff	3
there are of these	3
of the city of	3
the tail of the	3
effect due to the	3
for the estimation of	3
the discharge in cubic	3
well boring at great	3
the river at the	3
of water will be	3
a strength of one	3
greater part of which	3
of the box k	3
of all the available	3
to bring out the	3
and in the case	3
square root of the	3
where there is a	3
each foot in depth	3
of the rise and	3
by this means the	3
pores of the soil	3
excess of that of	3
by which it is	3
at this point the	3
effect of the flood	3
pounds of chlorine per	3
is found to be	3
on the land an	3
consists of an iron	3
was thrown out of	3
the level of low	3
city water distribution system	3
the reaction of the	3
is shown in diagram	3
the sewage is to	3
be got rid of	3
the commencement of the	3
primary and secondary beams	3
velocity of miles per	3
if the dosage is	3
on reaching the bottom	3
by the dotted lines	3
was taken from the	3
the discharge of sea	3
a higher level than	3
a city like monterrey	3
the working beam b	3
the whole area of	3
of not more than	3
the event of a	3
it is important that	3
of the chalk hills	3
the angle formed by	3
by means of an	3
purity of the water	3
tight or wet soils	3
cent of anhydrous ammonia	3
on the circumference of	3
basement beds of the	3
of the institution of	3
of the ninety towns	3
show the effect of	3
about a quarter of	3
of water in the	3
of rain which may	3
the san geronimo gravity	3
the disposal of household	3
to such a depth	3
lb per cubic foot	3
represented by the formula	3
in travelling to and	3
as may be desired	3
the formation of chloramines	3
is not more than	3
are necessary for the	3
valley of the lea	3
the velocity of flow	3
to and from the	3
the lower tertiary sands	3
and the other to	3
to be no reason	3
foot in width of	3
bring out the refuse	3
on sea outfall pipes	3
bed of the river	3
taken by the float	3
blow of the tool	3
the degree of purification	3
and that of the	3
portion of the water	3
epidemics of typhoid fever	3
progress of the work	3
is connected with the	3
for the removal of	3
the north bank of	3
the present requirements of	3
bottom of the reservoir	3
it was calculated that	3
to the cost of	3
from which it was	3
of the top bucket	3
as well as to	3
the germicidal activity of	3
ashpit in connection with	3
in some cases the	3
of the inhabitants of	3
similar to that shown	3
overhead suspension bar q	3
in order to allow	3
is feet inches in	3
which it is necessary	3
the result of these	3
red sand and sandstone	3
one side of the	3
obtained by the author	3
of the sea water	3
the top water level	3
up again to the	3
the period when the	3
commission on sewage disposal	3
in order to obtain	3
was obtained from the	3
the snow from the	3
found to be about	3
that not more than	3
contents of the pails	3
flow of gas is	3
in the former case	3
the northern part of	3
large and the small	3
top of the weir	3
have a tendency to	3
in place of the	3
in the manner described	3
of which the water	3
force over centrifugal force	3
but it may be	3
is indicated by the	3
in the top of	3
that some of the	3
hourly velocity of the	3
of small quantities of	3
the adoption of the	3
must be removed by	3
results obtained on the	3
the author states that	3
on the south side	3
found that the addition	3
the man at i	3
diameter and feet long	3
the velocity in feet	3
the thickness of the	3
ready and economical means	3
which the water will	3
engineers of the town	3
by an infiltration gallery	3
be necessary to put	3
should be sought from	3
with a layer of	3
is used for raising	3
before the current turns	3
at a cost of	3
water was met with	3
abnormal amounts of tannin	3
to that shown in	3
as compared with the	3
be of interest to	3
which are to be	3
surface of the streets	3
less than per c	3
in the lower part	3
then attached to the	3
the point of the	3
is less than the	3
on to the tube	3
and lowering the rods	3
ascertain the effect of	3
the south of the	3
trough of the wave	3
it is always preferable	3
attraction of the moon	3
the writer has been	3
the water and the	3
section of the strata	3
order to ascertain the	3
to the boring rods	3
of high water of	3
results are bacteria per	3
no doubt that the	3
and the results obtained	3
as a general rule	3
other side of the	3
the use of hypochlorite	3
at a later date	3
in one of the	3
the place where the	3
by the winding engine	3
of the collection of	3
centre of the shoal	3
amount of free chlorine	3
used in water treatment	3
cubic feet per min	3
it is desirable that	3
time at which the	3
be obtained by the	3
not only on account	3
from the top of	3
maximum rate of flow	3
care is necessary to	3
position shown in fig	3
water delivered to the	3
of the total daily	3
those engaged in the	3
per head of population	3
wells sunk in the	3
the addition of an	3
in the latter case	3
a fall of snow	3
so that it can	3
effect of temperature on	3
connexion with a building	3
in the opposite direction	3
some of the earlier	3
in the united states	3
a period of ten	3
sent out by the	3
small quantities of water	3
to compensate for the	3
form part of the	3
invert of the sewer	3
is shown in the	3
at which the current	3
is then attached to	3
top of the box	3
to be used for	3
a thin layer of	3
the lining of the	3
and depreciation of the	3
methods in tight or	3
of tides and currents	3
protection of drinking water	3
to the effect that	3
of the water from	3
for a population of	3
be calculated from the	3
borings of large diameter	3
the results obtained by	3
to be gained by	3
in the interest of	3
course of the work	3
at the time the	3
is feet from the	3
there should be a	3
from the end of	3
as a guide for	3
on the construction of	3
of the reservoir and	3
contains an excess of	3
of potassium iodide and	3
of at least feet	3
governor of the state	3
low water mark of	3
has been placed in	3
is screwed on to	3
and sewers in the	3
the declination of the	3
tables viii and ix	3
is found that the	3
the beds of sand	3
of the paris basin	3
due to the attraction	3
in order to determine	3
the positions of which	3
in the free condition	3
mixed with fresh water	3
the configuration of the	3
sewage disposal on the	3
the chlorine on the	3
the proportion shown in	3
water from the roof	3
pressure of the wind	3
a cubic foot of	3
of an inch thick	3
amounts of organic matter	3
the western limits of	3
per head of the	3
be taken in this	3
at the top and	3
rainfall of in and	3
has been laid out	3
and it is therefore	3
the design of the	3
the length of stroke	3
that the amount of	3
tables and miscellaneous information	3
of the estanzuela river	3
is a function of	3
in order to ensure	3
the intersection of the	3
the purpose of making	3
whole weight of the	3
water has to be	3
the original document is	3
the sample in a	3
a depth of m	3
have been carried out	3
rapid deterioration of the	3
depth of feet inches	3
the writer has seen	3
top of the stroke	3
may be necessary to	3
part of the tool	3
ring of tubbing is	3
the products of the	3
and by means of	3
of the boring tool	3
to give a concentration	3
remaining portion of the	3
of the percussion cylinder	3
size of the sewer	3
weight of the tubbing	3
a considerable difference in	3
in connection with a	3
to ascertain the effect	3
the gulf of mexico	3
in the treatment of	3
as shown by the	3
in the mixing tank	3
and there is no	3
the average rainfall for	3
the intention of the	3
as it enters the	3
the land an effluent	3
diameter of the shaft	3
been made for the	3
of the passage of	3
the basement beds of	3
to the time of	3
of feet inches above	3
intersected by a dyke	3
sin a e d	3
sides of the shaft	3
the superintendent of the	3
during the construction period	3
the figures in the	3
of hypochlorous acid and	3
with their own staff	3
feet from the bottom	3
the early part of	3
the quality of the	3
from the surface to	3
and character of the	3
the use of bleach	3
at the commencement of	3
the drum of the	3
the top casting d	3
of rainfall at monterrey	3
flow through the tank	3
amounts of tannin from	3
rainfall in different parts	3
ashpit in connexion with	3
it may be assumed	3
as an adjunct to	3
the position shown in	3
and cleansing of streets	3
to be carried on	3
to a larger scale	3
for the requirements of	3
of suspending the tubbing	2
where rainfall for many	2
the house refuse collected	2
by persons and have	2
in pages of letterpress	2
of the diameter of	2
which seems to have	2
side of the earth	2
may be intended to	2
the figures that i	2
the water and drainage	2
would not only be	2
being held up in	2
popularity of this process	2
be buried in the	2
usually found in water	2
the second phase is	2
with a water containing	2
the columns for the	2
necessary to fix the	2
is not improbable that	2
will intersect at point	2
is possible to obtain	2
the cylinders being filled	2
the west coast of	2
is composed of two	2
but in all cases	2
which i addressed to	2
of the reservoir at	2
and they are also	2
positions occupied at the	2
fall of rain in	2
beneficial effect of chlorination	2
to be gained from	2
the ordinary dust cart	2
observations taken at the	2
ashpit attached to a	2
of the district in	2
is to ascertain the	2
house refuse collected by	2
one side of a	2
according to the character	2
should be carefully investigated	2
the effect of sea	2
to be derived by	2
the writer believes that	2
per day for the	2
rainfall for many months	2
layers of the earth	2
the girders was a	2
the guides of the	2
a length of copper	2
society of civil engineers	2
only applicable to the	2
of the last century	2
to the chloramine process	2
with the presence of	2
the number of bacteria	2
sewerage of sea coast	2
the addition of soda	2
no evidence that the	2
percentage of effective impermeable	2
which may be used	2
some of the higher	2
snow from the footpaths	2
the ratio of cl	2
in monterrey covering the	2
was assumed that each	2
hollow rod of the	2
storm water will be	2
addition of bleach to	2
the beam and the	2
be spread out in	2
country in which the	2
headings from the bottom	2
the th of february	2
part of their district	2
and when this is	2
of the sewage works	2
the chlorine present as	2
the dimensions of the	2
which any person may	2
of its exact position	2
results obtained in the	2
of effective impermeable area	2
the construction of wells	2
water is strictly excluded	2
new red sandstone is	2
of the particles of	2
is lined throughout with	2
case of the well	2
the relative positions of	2
as elsewhere in the	2
germicidal action of the	2
set up at a	2
the total area of	2
tide and the mean	2
weight of chlorine per	2
the night soil from	2
in a septic tank	2
water can only be	2
ammonia to electrolytic hypochlorite	2
the rock at the	2
so that the angle	2
sin b d a	2
sewage is to be	2
which i received replies	2
of feet a minute	2
the general arrangement and	2
disposed of when it	2
under the same conditions	2
from rivers and surface	2
liable to decay under	2
by the liquid chlorine	2
should be of such	2
at the upper end	2
either in raising or	2
that there is no	2
and the effect of	2
height of fall of	2
equation cl h o	2
action of the flood	2
it should be borne	2
the test organism and	2
in the business portion	2
is about feet from	2
the collection of refuse	2
height of strata above	2
and final selection of	2
should be carried out	2
whole or any part	2
so as to increase	2
west coast of jutland	2
to have been the	2
must be made for	2
purposes of this calculation	2
sources of water supply	2
partly filled with water	2
in so dry a	2
which rests upon a	2
against the bottom of	2
light from the pole	2
and any profits thus	2
consisted chiefly in distributing	2
in the northern part	2
after giving credit for	2
between the upper and	2
when fresh water is	2
was proportional to the	2
water flowing down the	2
the time when the	2
when the flow of	2
to flow through the	2
of the midland counties	2
the cost of maintaining	2
the constant head type	2
of the mechanical drawing	2
of the outfall sewer	2
or letting down the	2
would be advisable to	2
and the sinking of	2
it is undesirable to	2
this character have been	2
to be slightly fissured	2
height of towers for	2
on the strength of	2
of typhoid fever in	2
at the top to	2
by wallace and tiernan	2
part of the water	2
spring and neap tides	2
be collected in a	2
should never be used	2
it is allowed to	2
in the tanks was	2
can be obtained from	2
on the upper side	2
of water into the	2
surface of the land	2
of available chlorine is	2
concrete was placed in	2
the rate of the	2
the exact position of	2
iodine from potassium iodide	2
the mechanical drawing class	2
the proportion of water	2
so that in the	2
rainfall at monterrey for	2
the boring tools are	2
water on small fish	2
and the declination of	2
by the weight of	2
they may be removed	2
cost of repairs per	2
by the presence of	2
the sewerage of sea	2
visitation by the scavengers	2
during the chlorination of	2
is effected either by	2
obtained without extra cost	2
the number of tiles	2
is very desirable that	2
and the writer had	2
pesos for the larger	2
in practice it is	2
point on the surface	2
elsewhere in the text	2
of the water at	2
the best results will	2
and that they must	2
inches below the surface	2
is a sine qua	2
the services of the	2
and composition of the	2
a description of the	2
to shed water away	2
of the constant head	2
to gallons a minute	2
the coast of england	2
the angle subtended by	2
fine light red sand	2
on the morning of	2
of which could be	2
the rock to be	2
largely dependent on the	2
the addition of sodium	2
an effort of torsion	2
in from the surface	2
of the outfall should	2
the line a c	2
in the velocity of	2
it may be desirable	2
where the rock was	2
the man in charge	2
distilled water and dilute	2
start of the current	2
mechanical and engineering drawing	2
the water in a	2
that on the addition	2
the sterilisation of the	2
of oil of vitriol	2
angle b c a	2
if these are not	2
as the square root	2
at c in fig	2
it is certain that	2
average cost per cubic	2
was filled to the	2
early in the morning	2
a certain number of	2
in a paper read	2
of pound of chlorine	2
of the reservoir is	2
the tertiary and secondary	2
quantity of domestic sewage	2
lower tertiary strata is	2
to fix the position	2
by one of the	2
so that if one	2
the process was not	2
effect on design of	2
with a description of	2
the reliability of the	2
direction of the wind	2
the water on the	2
which it is the	2
due regard being had	2
fact that the sewage	2
is indicated by a	2
the amount of rain	2
the start of the	2
the conditions of the	2
some of which are	2
should be provided with	2
and it would be	2
during the lowering of	2
top and bottom of	2
of the value of	2
night and morning tides	2
so as to ensure	2
distilled water and the	2
lines on ordnance maps	2
is presented here between	2
standard methods of analysis	2
the three angles of	2
excessive cooling of the	2
that it was possible	2
has proposed the use	2
of the bottom bucket	2
such as that at	2
water to the city	2
is required to be	2
partially due to the	2
the boring tool d	2
which it is intended	2
parts of the midland	2
at an angle of	2
which consists in the	2
hole made by the	2
for the northern half	2
sin a b c	2
it may be possible	2
an area of about	2
parts of the country	2
refuse to the cart	2
a careful examination of	2
is possible that the	2
loss of available chlorine	2
to the south reservoir	2
estimating the number of	2
the circumference of this	2
as i have before	2
the tides and currents	2
at the ends of	2
of the total area	2
a live load of	2
monterrey covering the period	2
had an opportunity to	2
the same outside diameter	2
plates of working drawings	2
ringing a bell or	2
is desirable for the	2
odour of chloramine is	2
of the septic tank	2
and front view in	2
for a total distance	2
of the street to	2
under a constant load	2
placed so as to	2
with the bottom of	2
wind at the time	2
and its discharging capacity	2
are indicated like this	2
be bestowed upon the	2
a period of years	2
pump is screwed on	2
a current of water	2
portion of the chlorine	2
time required for the	2
in the water plane	2
occupied by persons and	2
bed of the sea	2
of about or feet	2
are together equal to	2
which the quantity of	2
done by means of	2
were obtained from the	2
by the loss in	2
supply of the city	2
giving credit for any	2
over the centripetal force	2
laboratory and works results	2
a level of feet	2
revolution of the crank	2
that there has been	2
the ninety towns from	2
calculations for discharge of	2
above and below them	2
the american tube well	2
level at which the	2
and is indicated by	2
situated somewhere in the	2
not repairable by the	2
of south and obispado	2
in any part of	2
to the two concrete	2
the mortar blocks were	2
american society of civil	2
the refuse to the	2
capita consumption of liters	2
average velocity of the	2
must be considered to	2
to the application of	2
is detrimental to the	2
there seems to be	2
completion of the work	2
rain which falls on	2
an application of salt	2
it is found to	2
some cases it may	2
an additional length of	2
be discharged into the	2
does not agree with	2
northern boundary of the	2
in charge of the	2
shaft is feet diameter	2
of the rain falling	2
with a length of	2
after a few feet	2
on the following rates	2
a boring of feet	2
of the chlorine in	2
the soil should be	2
attached to a house	2
by william alexander ross	2
the state board of	2
by ringing a bell	2
side of the piston	2
and require frequent cleaning	2
back of the catch	2
fine views of the	2
inches diameter at the	2
the sewage on the	2
were due to the	2
for comminuting the rock	2
the west of the	2
is connected to a	2
are a section and	2
calculated from the equation	2
civil and mechanical engineers	2
it will not stand	2
by mather and platt	2
flow of water can	2
a thorough study of	2
opened and closed by	2
buoy to mark position	2
the solution to c	2
angle between the two	2
an adjunct to filtration	2
liable to a penalty	2
of the raw water	2
which there is a	2
shores of great britain	2
depth in the invert	2
the shortest distance from	2
the ordinary dustbin or	2
filled with a layer	2
was used in the	2
a more or less	2
which it would be	2
cause complaints as to	2
as to prevent damage	2
as the extensive hydrological	2
be remembered that it	2
k and k are	2
in the passy well	2
department of science and	2
has been proposed to	2
material placed in the	2
made of the same	2
the water requiring treatment	2
chlorine into solutions of	2
from an area of	2
that a dosage of	2
when there is an	2
requisite to overcome the	2
to the british standard	2
the contract prices were	2
diameter of the bore	2
be set up in	2
disposal of town refuse	2
of the cement and	2
the teeth of wheels	2
deeper layers of the	2
to stop the feeders	2
the manner of the	2
cost per pound of	2
as much as feet	2
where it enters the	2
deaths from typhoid fever	2
with a heavy cast	2
care and maintenance of	2
bubbles form in the	2
at the college for	2
but also from the	2
and as a general	2
to produce velocity math	2
the other end of	2
head of the population	2
laid in a trench	2
to take advantage of	2
no sanitary significance and	2
minimum velocities in the	2
the passage of water	2
the army of the	2
yards of road surface	2
a gradient of in	2
months months months months	2
salts from the sea	2
to the laboratory ones	2
sources from household wastes	2
it will be readily	2
the lip of the	2
out in the following	2
acting peat dust closet	2
he was unable to	2
is generally found to	2
in neat cloth case	2
the annular space between	2
of the fund or	2
the position for a	2
ought to have been	2
there shall be a	2
of the treated water	2
that from rivers and	2
an effluent which would	2
the aid of a	2
in the north of	2
as to form a	2
days at day at	2
the attention of the	2
by hose and reels	2
should be carefully examined	2
the foundation of each	2
of a town of	2
by the hand machines	2
the foul water sewer	2
also apply to the	2
the boring is then	2
by feet and feet	2
have been found to	2
the time of maximum	2
the disturbances which may	2
that portion of the	2
those cases where the	2
the destruction of the	2
be obtained by employing	2
chambers and liquefying tanks	2
with illustrations and tables	2
by order of the	2
there is less danger	2
in the box k	2
is shown to a	2
used in conjunction with	2
acids such as carbonic	2
acid in distilled water	2
there is a shaft	2
inches in diameter for	2
the drainage area of	2
it may be said	2
will be of use	2
a small number of	2
the advantages of the	2
as the strata will	2
with increase of contact	2
to the attention of	2
if the tube is	2
in cement every feet	2
could not be made	2
get rid of the	2
in which it was	2
attached to the boring	2
when we consider the	2
and found that the	2
a single rectangular notch	2
length of time the	2
treatise on the science	2
and mottled sandstone ft	2
of this process has	2
mouth of the outfall	2
the ability of the	2
the bottom ring of	2
chlorine content of the	2
the observations from the	2
was assumed would be	2
a similar manner to	2
rings of tubbing are	2
in addition to which	2
extreme end of the	2
contract prices for the	2
adequately explained by the	2
in the wedging crib	2
any city or town	2
to fire the charge	2
percentage of total flow	2
a specific gravity of	2
at the south side	2
sewage is allowed to	2
for a longer period	2
part by weight of	2
trigger e being held	2
and has a water	2
found that during the	2
or by a contractor	2
not more than persons	2
simple and most effective	2
of the lunar tide	2
on design of scheme	2
not improbable that the	2
at the expense of	2
the time of discharge	2
generally adopted for the	2
a limited supply of	2
discharged into tidal waters	2
sea outfall should be	2
the laws of health	2
the tide at c	2
the aid of the	2
reduced by per cent	2
to the quantity of	2
air in the dress	2
available chlorine in fifteen	2
does not by any	2
bearing of c from	2
reduction of bearings to	2
cl caocl h o	2
the surface of a	2
the outcropping edges of	2
some parts of the	2
the natural effect of	2
the total depth of	2
in side and front	2
water should be followed	2
exposed alternately to the	2
it has been the	2
instruments required for surveying	2
could be reduced to	2
connected with the water	2
which it was proposed	2
water which may be	2
there is no evidence	2
that there was an	2
usually sent out by	2
to a blood red	2
of the scavenging department	2
water is used in	2
non for successful operation	2
is acting in opposition	2
parts of sand to	2
flow of storm water	2
area of globe occupied	2
the cause of a	2
the same as for	2
the height of fall	2
at the bottom is	2
the up stroke of	2
the true mean level	2
garbage disposal on the	2
the breadth of the	2
then lowered into the	2
and causes it to	2
the results obtained at	2
centre of the charge	2
live load of lb	2
the hollow rod of	2
the premises to which	2
combined disinfection and coagulation	2
science interesting to the	2
form of a spring	2
suspending the tubbing to	2
reservoir for the estanzuela	2
which had to be	2
of water in wells	2
level of the ground	2
those on the lower	2
depth of from to	2
effluent which would be	2
level to which the	2
the rate of filtration	2
in all cases it	2
on the science of	2
may be desirable to	2
on the flat above	2
at a speed of	2
this cylinder to the	2
the position of an	2
rods or tools from	2
a block of concrete	2
the infiltration gallery was	2
tests have been made	2
of the internal block	2
is fixed upon the	2
angle a e b	2
to obtain a joint	2
may be used or	2
of water used in	2
of population per annum	2
with a depth of	2
as a forage crop	2
formerly professor of applied	2
general description of the	2
at the overflow level	2
the position of which	2
attached at the bottom	2
in the early part	2