trigram

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

trigram	frequency
of the water	101
the bottom of	95
bottom of the	88
part of the	85
by means of	83
so as to	77
so that the	75
the use of	69
it will be	68
the cost of	67
the surface of	66
the effect of	65
surface of the	65
in order to	65
of available chlorine	64
end of the	61
shown in fig	59
the top of	55
due to the	53
top of the	52
at the bottom	52
side of the	52
the rate of	51
for the purpose	51
portion of the	51
the action of	49
of the city	47
of the well	47
the end of	46
it may be	46
the quantity of	45
the level of	43
one of the	42
as shown in	42
of the reservoir	41
the centre of	41
the purpose of	41
in the same	41
level of the	40
the addition of	40
it has been	40
the amount of	40
of the boring	39
and it is	39
of the river	39
the time of	39
of the bore	39
per cent of	38
action of the	38
that of the	38
there is a	38
a depth of	37
at the top	37
the water is	36
the depth of	36
at the same	36
from the surface	36
according to the	36
means of a	35
the length of	34
found to be	34
of the hole	34
of the ground	33
at the time	32
out of the	32
weight of the	32
the height of	32
of the sewage	31
gallons a minute	31
is shown in	31
the same time	31
the number of	31
to the surface	30
as well as	30
effect of the	29
it is necessary	29
feet from the	29
should not be	29
the weight of	29
the position of	29
of the work	29
the presence of	29
owing to the	28
gallons a day	28
the whole of	28
it should be	28
the fact that	28
it is not	28
new red sandstone	28
which it is	28
in which the	28
attached to the	28
the santa catarina	28
a distance of	28
the boring rod	27
to the bottom	27
at the end	27
diameter of the	27
length of the	27
santa catarina river	27
height of the	26
quantity of water	26
there is no	26
which may be	26
the line of	26
the contents of	25
found that the	25
of the tool	25
centre of the	25
some of the	25
of the strata	25
depth of feet	25
whole of the	24
in the case	24
miles per hour	24
is necessary to	24
parts per million	24
parts of the	24
sides of the	24
the case of	24
water from the	24
the results obtained	24
was found to	23
of the chlorine	23
in connection with	23
velocity of the	23
the boring tool	23
of the tide	23
but it is	23
increase in the	23
shown in figs	23
position of the	23
the construction of	22
tastes and odours	22
used in the	22
supply of water	22
of the same	22
in the water	22
the removal of	22
nature of the	22
the water supply	22
the flow of	22
that it is	22
to a depth	22
of house refuse	22
cost of the	22
in some cases	21
inches in diameter	21
not more than	21
the direction of	21
the new red	21
the water in	21
the nature of	21
on account of	21
character of the	21
it was found	21
of the sewer	21
the infiltration gallery	21
for this purpose	21
the diameter of	21
of the surface	21
to prevent the	20
a portion of	20
at the rate	20
may be used	20
as it is	20
of the tank	20
shown on plate	20
the house refuse	20
the velocity of	20
it would be	20
in the form	20
the form of	20
of the shaft	20
of the sea	20
section of the	20
of the sun	20
time to time	19
from the bottom	19
the sides of	19
in such a	19
to the depth	19
of the earth	19
on to the	19
be seen that	19
from time to	19
it can be	19
as to the	19
will be seen	19
the point of	19
for the use	19
as far as	19
used for the	19
below the surface	19
of the soil	19
at which the	19
the extent of	18
is to be	18
a period of	18
when it is	18
in the city	18
it must be	18
more or less	18
on the other	18
and at the	18
the pressure of	18
has to be	18
of the current	18
a series of	18
is due to	18
be necessary to	18
the disposal field	18
of the house	18
nil nil nil	18
of free chlorine	18
the disposal of	18
of the concrete	18
the water from	18
details of the	18
consists of a	18
and that the	18
the value of	18
connection with the	18
the size of	18
distance from the	17
gallons per day	17
means of the	17
area of the	17
as in the	17
it is found	17
size of the	17
of the system	17
to which the	17
placed in the	17
water in the	17
as to be	17
to the action	17
in addition to	17
of the wind	17
the course of	17
of the pipe	17
by the author	17
the discharge of	17
have to be	16
was found that	16
of sea water	16
to the water	16
the side of	16
obtained from the	16
the sewage is	16
from which the	16
pressure of the	16
construction of the	16
high and low	16
the organic matter	16
the shaft is	16
of the town	16
contents of the	16
the result of	16
the subject of	16
can be obtained	16
of the most	16
the water to	16
large quantities of	16
the formation of	16
of the street	16
the majority of	15
if there is	15
edge of the	15
in the ordinary	15
in some instances	15
the following table	15
the area of	15
which the water	15
the character of	15
of the two	15
flow of the	15
of which the	15
the question of	15
direction of the	15
as may be	15
available chlorine and	15
on the subject	15
it is a	15
in the following	15
the boring rods	15
should be made	15
of the tube	15
shown in the	15
of the works	15
in this way	15
the proportion of	15
in diameter and	15
and in the	15
in the lower	15
line of the	15
sun and moon	15
account of the	15
to ascertain the	15
of liquid chlorine	15
of the santa	15
the details of	15
course of the	14
if it is	14
which can be	14
in the bore	14
the same as	14
as much as	14
at san geronimo	14
the bed of	14
up to the	14
the method of	14
of the pipes	14
provided with a	14
and it was	14
in which it	14
may be taken	14
of the excavation	14
to be used	14
where it is	14
in the hole	14
in this case	14
and low water	14
of which is	14
the design of	14
in all cases	14
which it was	14
the germicidal action	14
of the various	14
each side of	13
of the district	13
the results of	13
of the whole	13
of the lower	13
to that of	13
the lower tertiary	13
of the tertiary	13
the well at	13
of water in	13
the lower end	13
at the surface	13
depth of the	13
in accordance with	13
table gives the	13
on the surface	13
the sun and	13
the center of	13
of the latter	13
to allow the	13
are to be	13
less than the	13
results were obtained	13
and a half	13
necessary for the	13
by the addition	13
of the float	13
that the water	13
down to the	13
coli per c	13
the collection of	13
cubic feet per	13
cent of available	13
gallons of water	13
a number of	13
with regard to	13
caused by the	12
the greater part	12
of the country	12
with the exception	12
and the other	12
the tertiary district	12
the other hand	12
face of the	12
the exception of	12
mouth of the	12
the sanitary authority	12
by which the	12
they may be	12
is required to	12
to the boring	12
capacity of the	12
which is the	12
and feet deep	12
to the city	12
have been made	12
water of the	12
will be found	12
of the new	12
case of the	12
as a rule	12
the system of	12
and for the	12
and the water	12
of chlorine and	12
made by the	12
made in the	12
is used for	12
pesos per cu	12
the outcrop of	12
carried to the	12
will not be	12
for the water	12
than in the	12
movement of the	12
seen that the	12
the water and	12
the supply of	12
the period of	12
the mouth of	12
will be necessary	12
and they are	12
at a distance	12
the work of	12
the excess of	12
of the total	12
of all the	12
and of the	12
be used in	12
present in the	12
in the sewers	12
the sewers are	12
where there is	11
of least resistance	11
be taken to	11
the head of	11
of bleach and	11
as in fig	11
the water was	11
the water will	11
public health act	11
the yield of	11
of the rock	11
the chloramine process	11
the local authority	11
center of the	11
of santa catarina	11
to be removed	11
the total quantity	11
in internal diameter	11
and as the	11
for a distance	11
the treatment of	11
diameter and feet	11
so that it	11
which should be	11
fall of the	11
feet in length	11
the vicinity of	11
in the first	11
in the design	11
reduction in the	11
the catch j	11
in the other	11
the upper part	11
in excess of	11
has already been	11
a length of	11
to increase the	11
to the point	11
of the state	11
stroke of the	11
is equal to	11
the work was	11
that in the	11
attention to the	11
fact that the	11
in the presence	11
greater part of	11
flow in the	11
feet inches in	11
the concrete was	11
of a town	11
of water to	11
feet in diameter	11
is made with	11
as soon as	11
will be the	11
consideration of the	11
the public health	11
of per cent	11
of the hypochlorite	11
head of the	11
the most important	11
intended to be	11
the tool is	11
any part of	11
a matter of	11
bed of the	11
the state of	11
required for the	11
the well is	11
sand and gravel	11
water will be	11
of feet from	11
of spring tides	11
of the outfall	11
to keep the	10
in most cases	10
on the north	10
on each side	10
per million of	10
the septic tank	10
is provided with	10
and from the	10
an average of	10
that of a	10
part per million	10
of the main	10
to have a	10
the city of	10
the southern ocean	10
be made in	10
the face of	10
in the centre	10
strength of the	10
in the country	10
be dealt with	10
than that of	10
to be taken	10
not less than	10
efficiency of the	10
back of the	10
the writer has	10
low water of	10
at one time	10
the positions of	10
to reach the	10
with a view	10
of the machinery	10
by reason of	10
exposed to the	10
of feet inches	10
design of the	10
the introduction of	10
the sewer is	10
can be used	10
in the river	10
rise and fall	10
in the original	10
of august th	10
be used for	10
out by the	10
plan of the	10
is allowed to	10
and at a	10
be less than	10
are used for	10
length of time	10
the production of	10
in the upper	10
of the stream	10
be found in	10
accordance with the	10
discharged into the	10
by the use	10
is attached to	10
be disposed of	10
at this point	10
that it was	10
of the pit	10
with reference to	10
positions of the	10
of chlorine in	10
as compared with	10
quantities of water	10
of the present	10
to form a	10
treatise on the	10
the san geronimo	10
form of a	10
line of least	10
water to be	10
be obtained by	10
the operation of	10
one of these	10
away from the	10
of sodium chloride	10
for the same	10
it is possible	10
attraction of the	10
of the infiltration	10
of the tides	10
had to be	10
stated that the	10
may be of	10
the process of	10
of the top	10
similar to that	10
a solution of	10
determined by the	10
on the farm	10
working of the	10
total quantity of	10
a population of	10
because of the	10
feet per second	10
collection of house	10
of the tubbing	10
of the flood	10
should be kept	10
of which are	10
has been found	10
and there is	10
distance of feet	10
the adoption of	9
which is a	9
where there are	9
in a few	9
of storm water	9
of the moon	9
of the trepan	9
from which it	9
the present time	9
of typhoid fever	9
must be made	9
the ordinary way	9
nearest to the	9
it does not	9
on the addition	9
to take the	9
it is very	9
the tide at	9
the north of	9
to the sea	9
column of water	9
san geronimo gravity	9
amount of chlorine	9
lower tertiary strata	9
to remove the	9
reference to the	9
the lines of	9
well at the	9
to suit the	9
quantity of rain	9
the efficiency of	9
of the piston	9
liters per capita	9
it is desirable	9
removed from the	9
liquid chlorine machines	9
the soil is	9
can be made	9
by the action	9
when the boring	9
in order that	9
bacteria per c	9
mean level of	9
practical treatise on	9
on the side	9
depends upon the	9
in the shaft	9
contained in the	9
upper part of	9
the back of	9
be taken at	9
the decomposition of	9
the united states	9
delivered to the	9
into the sewers	9
a view to	9
of the germicidal	9
place in the	9
the centripetal force	9
the sea water	9
the pipes were	9
at the present	9
distance of m	9
of the year	9
of a large	9
water supply of	9
the moss box	9
the disengaging rod	9
the sun is	9
together with the	9
the outfall sewer	9
given in table	9
feet per minute	9
pound of chlorine	9
it is generally	9
the cleansing of	9
from to m	9
the same direction	9
and if the	9
of from to	9
the attraction of	9
and fall of	9
an excess of	9
are given in	9
the edge of	9
the boring tools	9
the application of	9
total cost of	9
the south reservoir	9
flow of sewage	9
by the writer	9
appears to be	9
it is the	9
rate for total	9
seems to be	9
the concentration of	9
in the new	9
the destruction of	9
are shown in	9
the small trepan	9
in the vicinity	9
should be taken	9
to give a	9
made with a	9
that when the	9
of the line	9
to determine the	9
width of the	9
sewage in the	9
sea water on	9
can only be	9
met with in	9
near the surface	9
difference in the	9
an area of	9
of the trench	9
excess of the	9
found in the	9
absorption of chlorine	9
the passage of	9
of the drum	9
in a given	9
to reduce the	9
they should be	9
time of concentration	9
which has been	9
in the ground	9
which has a	9
flood of august	9
disposal of sewage	9
a results are	9
should be used	9
the influence of	9
the contact period	9
connected with the	9
to obtain the	9
of an inch	9
feet below the	9
between the two	9
application of the	9
removal of the	9
the manufacture of	9
no doubt that	9
of about feet	9
depth of water	9
of the land	9
million gallons per	9
fitted with a	9
during the period	9
the roof of	9
house refuse and	9
shown by the	9
regard to the	9
arrangement of the	9
of the floor	9
pounds of bleach	8
total total cost	8
that can be	8
showed that the	8
total length of	8
division of the	8
condition of the	8
progress of the	8
the tubbing is	8
in the southern	8
concentration of the	8
chloride of lime	8
at each end	8
the available chlorine	8
ends of the	8
is shown by	8
as not to	8
placed in position	8
it is used	8
of water supply	8
point of application	8
sewage disposal works	8
must be taken	8
of the best	8
effect of temperature	8
on the continent	8
of the stroke	8
cl h o	8
between high and	8
discharge of the	8
produced by the	8
in the manner	8
order to prevent	8
is a matter	8
of the rainfall	8
shown that the	8
which would be	8
gallons an hour	8
shown by fig	8
be made of	8
on the top	8
up and down	8
the lower part	8
to such a	8
south of the	8
be noticed that	8
to be dealt	8
of the catch	8
based on the	8
has been made	8
pipes linear day	8
of high water	8
at least feet	8
of removing the	8
the preparation of	8
in the direction	8
as shown on	8
in the text	8
for the purposes	8
lower end of	8
down into the	8
hours and a	8
but when the	8
prior to the	8
interior of the	8
of the sides	8
large quantity of	8
in the neighborhood	8
to have been	8
it might be	8
of the refuse	8
a height of	8
the total cost	8
to the top	8
soon as the	8
flow of water	8
for total total	8
the sea outfall	8
half an inch	8
likely to be	8
geronimo gravity supply	8
chlorine to ammonia	8
proportional to the	8
not to be	8
it consists of	8
of a mile	8
of the cost	8
but in the	8
to the south	8
of the available	8
that the cost	8
which had been	8
roof of the	8
the top bucket	8
the foot of	8
of the basin	8
the object of	8
it is evident	8
disposal of the	8
would have been	8
rate of flow	8
in the center	8
majority of the	8
the interior of	8
out in the	8
may be found	8
slope of the	8
the temperature of	8
of the rod	8
of the shore	8
to provide for	8
is as follows	8
thickness of the	8
completion of the	8
and the lower	8
effect on the	8
of water for	8
at any time	8
a concentration of	8
estimate of the	8
requirements of the	8
responsible for the	8
attached to a	8
of a well	8
have been obtained	8
by the local	8
of the first	8
the author has	8
be reduced to	8
to give the	8
it should not	8
to admit of	8
into the well	8
total cost no	8
of the air	8
the mode of	8
when there is	8
the top and	8
by the water	8
of the bleach	8
that the sewage	8
will probably be	8
quantity of sewage	8
to the upper	8
at a considerable	8
of such a	8
lower part of	8
the effluent sewer	8
from the fact	8
the hole is	8
proportion to the	8
water and the	8
the float is	8
a few minutes	8
in the year	8
high water of	8
the health of	8
courts and alleys	8
equal to the	8
development of the	8
flow of gas	8
be removed by	8
of chlorine to	8
it to be	8
close to the	8
per hour from	8
a fall of	8
the floor of	8
of cost per	8
the basis of	8
temperature of the	8
the capacity of	8
the raw water	8
about per cent	8
of contact period	8
in the rock	8
the practice of	8
vicinity of the	8
the requirements of	8
made with the	8
cast iron pipes	8
in the chalk	8
is a very	8
action of sea	8
it to the	8
eau de javelle	8
on the lower	8
of hypochlorous acid	8
the strength of	8
any of the	8
each of the	8
the distance from	8
of the rods	8
should be provided	8
of the currents	8
a septic tank	8
outcrop of the	8
extent of the	8
which will be	8
it will not	8
water may be	8
a dosage of	8
the base of	8
effect on dosage	8
the neighborhood of	8
through which the	8
in all directions	8
of one of	8
to the level	8
which they are	7
that may be	7
outside of the	7
on the map	7
connected to the	7
required to be	7
in contact with	7
from the water	7
is the case	7
the flow in	7
at low water	7
of disposing of	7
taken from the	7
in conjunction with	7
the beginning of	7
the surface and	7
it is always	7
of the large	7
addition to the	7
the box k	7
water for the	7
as it was	7
a short distance	7
a consideration of	7
an infiltration gallery	7
a and b	7
of civil engineers	7
be in the	7
the nascent oxygen	7
a quantity of	7
the bleach solution	7
or by the	7
per day for	7
there are two	7
in the latter	7
dry weather flow	7
pressure in the	7
there is any	7
it is to	7
the typhoid rate	7
the obispado reservoir	7
of inches diameter	7
from to inches	7
the reservoir is	7
on tides of	7
de los garzas	7
the angle a	7
is found that	7
about the same	7
the storm water	7
after it has	7
water supply from	7
upon which the	7
a bed of	7
the control of	7
sources of supply	7
show that the	7
small quantities of	7
the tops of	7
of the cylinder	7
nascent oxygen hypothesis	7
cent of the	7
haas and oettel	7
the reservoir and	7
is that of	7
to each other	7
concrete for the	7
a few feet	7
portions of the	7
as regards the	7
it is also	7
nicolas de los	7
the total rainfall	7
in case of	7
san nicolas de	7
storm water in	7
less than per	7
should be of	7
into the ground	7
of organic matter	7
by this means	7
it is obvious	7
and the whole	7
to some extent	7
in the sewage	7
a considerable distance	7
water should be	7
of water are	7
there can be	7
to the north	7
the well of	7
the excavation is	7
the london clay	7
it is therefore	7
must not be	7
the width of	7
was proposed to	7
but there is	7
in the santa	7
it had been	7
by the sanitary	7
water to the	7
be made to	7
the volume of	7
well as the	7
and the quantity	7
must also be	7
calculated from the	7
at the other	7
to make a	7
from the ground	7
on the average	7
the sinking of	7
effect of chlorination	7
public health association	7
during the night	7
of the rope	7
pesos per lin	7
the source of	7
the completion of	7
far as possible	7
this well was	7
is the most	7
a pair of	7
is used in	7
supply of the	7
depend upon the	7
shown on fig	7
and can be	7
to consider the	7
sunk in the	7
view of the	7
whether it is	7
instead of being	7
water into the	7
of the tools	7
a capacity of	7
practically the same	7
on august th	7
the remainder of	7
on which the	7
to the required	7
and by the	7
of the bottom	7
and also in	7
up in the	7
are likely to	7
in a similar	7
the commencement of	7
the strata passed	7
there is also	7
raising and lowering	7
obtained by the	7
manner in which	7
shows that the	7
could not be	7
far as the	7
and a quarter	7
on the opposite	7
gallons per hour	7
compared with the	7
in the position	7
the liquid chlorine	7
at the foot	7
which it will	7
and when the	7
that have been	7
of the estanzuela	7
of the reaction	7
given to the	7
in the majority	7
the sea at	7
the growth of	7
such a position	7
the pores of	7
and the boring	7
the site of	7
chlorine in the	7
upper end of	7
the lower portion	7
the treated water	7
the latter is	7
is evident that	7
be kept in	7
be regarded as	7
the house sewer	7
should be carefully	7
of the effect	7
the ends of	7
the reservoir was	7
the aid of	7
within feet of	7
the current will	7
the same manner	7
the importance of	7
to the same	7
in the proportion	7
may be necessary	7
to be the	7
shown in figure	7
the high ground	7
the arrangement of	7
bank of the	7
the hook h	7
is added to	7
flow through the	7
shaft is feet	7
member of the	7
indicated by a	7
addition of ammonia	7
at each stroke	7
weight of chlorine	7
the intersection of	7
of the materials	7
bleach and ammonia	7
to the extent	7
of the sewers	7
state of nuevo	7
the reduction in	7
from feet to	7
should never be	7
is in the	7
are shown on	7
the absence of	7
the pump is	7
at the upper	7
the writer believes	7
of the chalk	7
to be carried	7
from the well	7
a treatise on	7
as a guide	7
the paris basin	7
value of the	7
it is in	7
of sewage disposal	7
the tank is	7
use of the	7
water at the	7
results are b	7
has not been	7
from the house	7
of the tanks	7
the difficulty of	7
from the centre	7
the surface water	7
a practical treatise	7
where the water	7
indicated by the	7
the sewage in	7
has been sunk	6
the water has	6
in the well	6
at the ends	6
tides and currents	6
function of the	6
to meet the	6
carried out in	6
tops of the	6
the danger of	6
in each case	6
more than one	6
the society of	6
the sea is	6
will be noticed	6
be carried to	6
the cause of	6
to the time	6
of the way	6
of the gas	6
the valley of	6
boundary of the	6
this is done	6
pores of the	6
of the organic	6
of the spring	6
of the following	6
that if the	6
effect of a	6
in different parts	6
during the same	6
the whole length	6
feet inches diameter	6
in the construction	6
about feet from	6
well of passy	6
for some time	6
that it will	6
of the box	6
section and plan	6
was due to	6
american public health	6
to be a	6
been changed to	6
be of interest	6
mather and platt	6
water can be	6
side of a	6
the rise and	6
the pipes are	6
fall of snow	6
of the society	6
of this is	6
inches from the	6
waters of the	6
it in the	6
from the lower	6
knowledge of the	6
the upper end	6
of water is	6
to per cent	6
at or near	6
inches above the	6
in place of	6
at the south	6
per head per	6
of water and	6
affected by the	6
of the beam	6
extent to which	6
probably due to	6
from the top	6
this has been	6
the best results	6
may be made	6
low water mark	6
above sea level	6
but this is	6
to be of	6
valley of the	6
remainder of the	6
point where the	6
to a height	6
complaints as to	6
and the writer	6
the water of	6
the carbonic acid	6
of the larger	6
of the joints	6
operation of the	6
or to the	6
chlorination of water	6
the pumping station	6
to the height	6
which could be	6
shall construct an	6
may not be	6
disposal field is	6
the percentage of	6
purity of the	6
along the coast	6
in the course	6
it must not	6
of the tubes	6
levels of the	6
in cubic feet	6
so that when	6
of rain which	6
occupied by the	6
a building shall	6
as a disinfectant	6
on the water	6
many of the	6
the concrete for	6
be noted that	6
in the town	6
feet in the	6
of the liquid	6
cause it to	6
of the valve	6
to the rods	6
on the west	6
board of health	6
carts and waggons	6
they must be	6
above the level	6
even in the	6
of chlorine by	6
raising or lowering	6
the levels of	6
was unable to	6
the pollution of	6
of chlorine gas	6
would have to	6
the moon is	6
the estanzuela river	6
for this reason	6
with in the	6
the development of	6
whole length of	6
kitchen and chamber	6
at that point	6
two hours and	6
been able to	6
base of the	6
cleansing of streets	6
the wedging crib	6
the invert of	6
head per day	6
in a well	6
a function of	6
foot of the	6
inches of the	6
with the water	6
which are shown	6
on the land	6
after high water	6
in north america	6
construct such ashpit	6
the following figures	6
front of the	6
and that they	6
of the contents	6
a large supply	6
the flood of	6
to obtain a	6
and will be	6
in the future	6
is capable of	6
the roof slab	6
per head of	6
and the results	6
the first to	6
is necessary for	6
to dispose of	6
the great flood	6
of an ordinary	6
and has been	6
so as not	6
removal of house	6
is feet in	6
and on the	6
used for raising	6
more than feet	6
the degree of	6
the quality of	6
up by the	6
which must be	6
had to the	6
million of available	6
to chalk chalk	6
of a circle	6
the appearance of	6
there is an	6
the assumption that	6
obtained on the	6
of the household	6
the percussion cylinder	6
be remembered that	6
immediately below the	6
passage of the	6
is no doubt	6
the progress of	6
who shall construct	6
and for a	6
that it may	6
in the usual	6
the pipe line	6
the line a	6
of the rain	6
parallel to the	6
description of the	6
the sterilisation of	6
two or three	6
flowing half full	6
can be ascertained	6
this case the	6
the sewage and	6
passing through the	6
is feet inches	6
on the same	6
order that the	6
of the other	6
to find the	6
is shown on	6
a system of	6
be referred to	6
and chamber slops	6
being placed in	6
reduced to a	6
of the outcrop	6
that it should	6
it was assumed	6
if the water	6
turn of the	6
used by the	6
to receive the	6
of the american	6
that it can	6
construct an ashpit	6
at the lower	6
the north bank	6
so that if	6
is more than	6
x rd root	6
the distribution system	6
on the high	6
to have the	6
with a water	6
be observed that	6
variation in the	6
is composed of	6
as long as	6
a well sunk	6
yield of the	6
pipe from the	6
supply from the	6
greater than the	6
elevation of the	6
top and bottom	6
the opposite side	6
at the point	6
half of the	6
the current turns	6
even if the	6
liters per sec	6
of water from	6
the rods are	6
the sewers to	6
a b c	6
of the pumping	6
that on the	6
for the sterilisation	6
of that of	6
an ashpit in	6
but as the	6
under the influence	6
of the iron	6
for a few	6
to the amount	6
disposed of by	6
at a depth	6
that there are	6
has shown that	6
of high and	6
it is important	6
reduction of the	6
and where the	6
the rock is	6
the dosage required	6
during a period	6
the writer is	6
of the public	6
an angle of	6
in consequence of	6
the position shown	6
the depth at	6
the wind is	6
of the hook	6
the reduction of	6
pipe to the	6
of the highest	6
down the well	6
a contact period	6
as that of	6
snow from the	6
represented by the	6
disengaging rod m	6
that it would	6
of the frame	6
quantity to be	6
to be pumped	6
to deal with	6
germicidal action of	6
for the disposal	6
what may be	6
city or town	6
by the boring	6
in this work	6
similar to fig	6
quarter of an	6
can be no	6
neighborhood of monterrey	6
it was proposed	6
h o hcl	6
range of the	6
space between the	6
for the supply	6
available chlorine in	6
is obvious that	6
the whole area	6
the advantage of	6
chlorine required for	6
per pound of	6
the extent to	6
the south of	6
of the process	6
point of the	6
of the ordinary	6
general design of	6
the river bed	6
approximately per cent	6
the water at	6
depth of flow	6
such as that	6
of about m	6
is sufficient to	6
the total length	6
of hydrochloric acid	6
of the streets	6
depth at which	6
a quarter of	6
of the inhabitants	6
be provided for	6
in favour of	6
same time the	6
and in such	6
teeth of the	6
obtained in the	6
such a manner	6
of the case	6
shown in table	6
on plate ii	6
floor of the	6
removed by the	6
private courts and	6
the maximum flow	6
a cubic foot	6
exception of the	6
borne in mind	6
which is attached	6
the manner in	6
be sufficient to	6
the crest of	6
the turn of	6
the sewage from	6
made of the	6
the bottom bucket	6
at some distance	6
the concrete work	6
much as possible	6
with a building	6
against the sides	6
must be remembered	6
o hcl o	6
layers of the	6
lowered into the	6
to a considerable	6
along the line	6
and allowed to	6
it is now	6
suspended from the	6
the surface to	6
the process was	6
to the formation	6
the yield is	6
during the last	6
per million gallons	6
from to feet	6
the strata is	6
person who shall	6
described in this	6
of the tunnel	6
in water and	6
local government board	6
a diameter of	6
effect of ammonia	6
of concrete pipe	6
of the pump	6
care should be	6
feet above the	6
to a great	6
in the main	6
the mixing tank	6
way into the	6
the upper portion	6
c and d	6
have shown that	6
and it will	5
as there is	5
for the city	5
the purposes of	5
in many cases	5
the location of	5
mass of the	5
and the same	5
to up to	5
hypochlorous acid and	5
at a time	5
in the tanks	5
considerable distance from	5
site of the	5
the excavated material	5
the neighbourhood of	5
approximately the same	5
treatment of the	5
a ft tide	5
of the above	5
an increase in	5
in the process	5
of the steining	5
will be observed	5
on the contrary	5
an elevation of	5
beds of clay	5
in the north	5
in the dress	5
it is proposed	5
purpose of obtaining	5
a tendency to	5
of the sanitary	5
consequence of the	5
the event of	5
is stated that	5
but it may	5
composition of the	5
during the summer	5
habits of the	5
shall construct such	5
of the pumps	5
be expected to	5
air in the	5
have not been	5
the winding engine	5
less than in	5
laid in the	5
the earth is	5
difference between the	5
to be gained	5
above the bottom	5
at that time	5
of water used	5
in this paper	5
direction as the	5
the dosage was	5
of the orifice	5
should be drawn	5
of drinking water	5
equal to that	5
drawn out of	5
a reduction of	5
a piece of	5
only a few	5
effect of sea	5
ring of tubbing	5
number of the	5
consists in the	5
up the river	5
at the centre	5
the house and	5
and the remainder	5
is carried by	5
the points of	5
work in connection	5
the sand and	5
be advisable to	5
have been used	5
line on the	5
was required to	5
the conditions of	5
the results were	5
the ratio of	5
in the invert	5
feet in depth	5
a house to	5
were carried out	5
to which is	5
of rainfall in	5
to be very	5
the mottled clays	5
said to be	5
on the south	5
and in order	5
the cleaning pipe	5
every person who	5
per square inch	5
sunk to a	5
the solution to	5
drawn up again	5
conjunction with the	5
much greater than	5
in the laboratory	5
the accumulation of	5
at santa catarina	5
at a point	5
that disease germs	5
was obtained from	5
than per cent	5
the storage tank	5
to a minimum	5
removal of snow	5
the sierra madre	5
one hour and	5
house to house	5
and is not	5
level with the	5
for a considerable	5
one side of	5
the outside of	5
the beds of	5
by an impervious	5
and a few	5
be employed in	5
appearance of a	5
were used to	5
was used for	5
the time and	5
rate of about	5
for the columns	5
upper portion of	5
this is a	5
in the free	5
the water which	5
water supply and	5
the discharge in	5
b c a	5
being in the	5
the actual cost	5
department of agriculture	5
and the length	5
the germs of	5
of the conduit	5
after the flood	5
be borne in	5
and the yield	5
the inside of	5
measured by the	5
in all the	5
during the time	5
is not so	5
of the government	5
the chlorine is	5
the possibility of	5
and the angle	5
estimation of free	5
in some places	5
of which was	5
in the early	5
to compensate for	5
to the two	5
per cubic meter	5
the lower greensand	5
time in the	5
known as the	5
degree of purification	5
of which there	5
revolution of the	5
the sewage flow	5
is divided into	5
not be used	5
to the effect	5
surrounded by a	5
is suspended from	5
of sea outfalls	5
in the works	5
or near the	5
members of the	5
at one end	5
into the rock	5
that they may	5
to be found	5
two hours after	5
can not be	5
lined with concrete	5
a plan of	5
which have been	5
over a period	5
various parts of	5
in the manufacture	5
clark and de	5
is easy to	5
the science of	5
inside of the	5
the property of	5
in the strata	5
and secondary beams	5
for the discharge	5
should be noted	5
it would seem	5
on the construction	5
water on the	5
at any point	5
was laid in	5
covered by the	5
the state government	5
for the preparation	5
up of the	5
that as the	5
the south side	5
the country is	5
rate of absorption	5
in the bottom	5
line a b	5
cases where the	5
is called the	5
can be seen	5
the secondary beams	5
into which the	5
desirable that the	5
inches diameter and	5
a large quantity	5
a position as	5
in view of	5
from per cent	5
depends on the	5
ground to the	5
and with a	5
health of the	5
that there is	5
above and below	5
the disinfection of	5
and lowering the	5
while at the	5
engaged in the	5
above the surface	5
to permit the	5
in the most	5
charge of the	5
the sum of	5
on the bottom	5
the urban authority	5
be taken into	5
is so small	5
city of paris	5
rate of progress	5
of bleach to	5
the working of	5
ratio of chlorine	5
the rods at	5
a guide to	5
the contract prices	5
depth of snow	5
to enable the	5
to the west	5
in the cement	5
in one case	5
there should be	5
and when it	5
the drainage area	5
in mind that	5
is desired to	5
be covered with	5
as a germicide	5
be removed from	5
the apparatus is	5
than can be	5
the distribution mains	5
in proportion to	5
to pass a	5
gradient of the	5
low water level	5
on a ft	5
at intervals of	5
more than the	5
of a spring	5
the first and	5
liable to be	5
when the temperature	5
this is not	5
application of salt	5
of the chloramine	5
it cannot be	5
of brickwork in	5
percentage of the	5
for by the	5
must be removed	5
beds of sand	5
when the water	5
this does not	5
matter in the	5
control of the	5
in the house	5
force of the	5
by the scavengers	5
may be expected	5
main outfall sewer	5
excavation and embankment	5
care must be	5
is much greater	5
which may have	5
effect of contact	5
the pump well	5
san geronimo supply	5
be obtained from	5
the authorities of	5
sand and pebbles	5
to the ordinary	5
will therefore be	5
objections to this	5
the rock was	5
the night soil	5
are as follows	5
of the points	5
of flow of	5
on the outside	5
hourly velocity of	5
of the principal	5
so that a	5
there is considerable	5
the quantity to	5
of ammonia on	5
of absorption of	5
with respect to	5
up through the	5
the flat rope	5
the pipe is	5
cost of maintenance	5
a layer of	5
we find that	5
as determined by	5
of the old	5
was probably due	5
the ground water	5
on either side	5
for if the	5
pollution of the	5
the figures in	5
motion to the	5
estanzuela and san	5
if the strata	5
at high water	5
and the following	5
is also the	5
the cost per	5
above ordnance datum	5
depth of about	5
of the drainage	5
of the boat	5
effect of chlorine	5
that the addition	5
as they are	5
the health committee	5
there may be	5
in different localities	5
the water used	5
excess of that	5
throughout the whole	5
is intended to	5
to allow for	5
of water will	5
the fall of	5
will have to	5
is indicated by	5
into the sea	5
to facilitate the	5
the superintendent of	5
included in the	5
to raise the	5
the time required	5
water of spring	5
depth of rainfall	5
around the earth	5
within the city	5
a section of	5
time of the	5
out of gear	5
the american public	5
a width of	5
available chlorine content	5
the movement of	5
below the level	5
the tool in	5
at san nicolas	5
of chlorinated water	5
is a plan	5
in the flow	5
the roof was	5
amount of water	5
the escape of	5
it is advisable	5
to the diameter	5
the results are	5
the original document	5
rod of the	5
and although the	5
there are also	5
and when this	5
it enters the	5
into the shaft	5
the usual way	5
to be approximately	5
fixed in the	5
as is the	5
question of the	5
chlorine and hypochlorites	5
of this method	5
practically the whole	5
use of bleach	5
the north side	5
have been found	5
of the disposal	5
which is used	5
in this country	5
motion of the	5
is said to	5
the ottawa river	5
average velocity of	5
water mark of	5
on reaching the	5
in the event	5
than the original	5
floods of august	5
be desirable to	5
of this well	5
if they are	5
of potassium iodide	5
works at san	5
is greater than	5
according to circumstances	5
one case the	5
the waters of	5
as shown by	5
feet to feet	5
a sea outfall	5
american tube well	5
of chlorine per	5
it appears that	5
as to prevent	5
of the roof	5
of well boring	5
and de gage	5
taste and odour	5
august th and	5
distance of km	5
each of which	5
and san geronimo	5
different parts of	5
are placed in	5
the flood tide	5
hole in the	5
that is to	5
length of pipe	5
to cause the	5
from a well	5
it is required	5
all the concrete	5
of at least	5
at all times	5
of the supply	5
of the material	5
be no doubt	5
gallons per head	5
water is used	5
a strength of	5
a column of	5
the order of	5
can easily be	5
the increase in	5
is proposed to	5
the average cost	5
be determined by	5
to fix the	5
placed on the	5
which i have	5
is an important	5
it is stated	5
on the main	5
of the beams	5
to the adoption	5
the estimation of	5
the local government	5
of the primary	5
will pass through	5
but for the	5
disposal on the	5
and this is	5
beds of the	5
is made of	5
effect on tides	5
by the state	5
the friction of	5
a straight line	5
in the amount	5
which in the	5
of the population	5
all cases where	5
the occurrence of	5
of the cart	5
for the whole	5
to be made	5
there are many	5
the well tube	5
act as a	5
for irrigation purposes	5
place of the	5
purpose of removing	5
sewers in the	5
the floods of	5
the rope is	5
is found to	5
in the larger	5
of chlorine required	5
the temperature and	5
the effects of	5
in the foregoing	5
as possible by	5
sewers are designed	5
but if the	5
so far as	5
solutions of bleach	5
is connected with	5
up against the	5
with wood engravings	5
to destroy the	5
of a water	5
of the underflow	5
the city and	5
of the south	5
and the sewage	5
of the day	5
cases it is	5
of sand and	5
sand and sandstone	5
the greater the	5
in fresh water	5
contact period of	5
nearly the same	5
top water level	5
of the dry	5
the concrete lining	5
used as a	5
and consequently the	5
across the river	5
is placed in	5
to the excess	5
of the cement	5
should be built	5
lower portion of	5
in every case	5
ottawa river water	5
a small quantity	5
proved to be	5
of septic tanks	5
were required to	5
of low water	5
on the east	5
disposal works at	5
and found that	5
invert of the	5
there are several	5
and has a	5
the tank and	5
this work is	5
of fecal matter	5
new york city	5
the first cost	5
and hypochlorous acid	5
the dotted lines	5
concrete was placed	5
the part of	5
use of a	5
from san geronimo	5
irrespective of the	5
in this manner	5
of the tubing	5
of the scheme	5
viii and ix	5
by one of	5
and then to	5
taken of the	5
of the charge	5
in distilled water	5
to be constructed	5
to produce a	5
of the chief	5
the hypochlorite solution	5
is advisable to	5
chloride of calcium	5
higher than the	5
and having a	5
due to a	5
of an hour	5
from the end	5
the means of	5
out on the	5
in the number	5
treated with bleach	5
is likely to	5
upon the surface	5
west of the	5
to resist the	5
extremity of the	5
an increase of	5
it is desired	5
board of trade	5
an impervious stratum	5
to be considered	5
of sewage in	5
was met with	5
small quantity of	5
dustbin or ashpit	5
result of the	5
foot in depth	5
of the weir	5
may be obtained	5
on the upper	5
of the scavenger	5
the dosage is	5
assume that the	5
is to say	5
of the effluent	5
the hole in	5
of water was	5
friction of the	5
inserted in the	5
be placed in	4
likely to become	4
or other similar	4
with the greatest	4
this part of	4
section of strata	4
bearing on the	4
slow sand filters	4
the water level	4
is known as	4
is double the	4
place where the	4
of the company	4
will be about	4
that had been	4
out in a	4
internal diameter of	4
added to the	4
of the world	4
is not affected	4
length of tube	4
found in water	4
into two parts	4
case of a	4
strata passed were	4
strength of cement	4
in a straight	4
examples of wells	4
the town is	4
the germicidal activity	4
excess of base	4
of any kind	4
to gallons of	4
ft below the	4
sewage into the	4
with fresh water	4
in a trench	4
committee on water	4
inches to feet	4
was assumed that	4
of snow in	4
shape of the	4
germicidal activity of	4
the thickness of	4
results have been	4
of more than	4
during the process	4
the lengths of	4
feet long and	4
has been generally	4
and at each	4
which is an	4
to each pipe	4
may be considered	4
soil should be	4
seems to have	4
the hypochlorite was	4
the column of	4
the same period	4
advantages of the	4
from shaft no	4
the same depth	4
reported upon by	4
remarks on the	4
this is shown	4
into the water	4
taken by a	4
accounted for by	4
is at the	4
of fresh water	4
of liters per	4
be found to	4
are liable to	4
liters per day	4
before they are	4
concentration of chlorine	4
reservoir for the	4
varying from to	4
as low as	4
route of the	4
submitted to the	4
of the blow	4
in feet per	4
before it is	4
this is effected	4
that the two	4
that the sea	4
have also been	4
which have a	4
proportion of the	4
consisting of a	4
the tool was	4
solution of chlorine	4
are in the	4
is reduced to	4
depth below the	4
allowed to flow	4
cost per employees	4
in the district	4
also be taken	4
of a house	4
the place of	4
there is generally	4
referring to the	4
the placing of	4
variations in the	4
delivered at pipe	4
is more or	4
of the three	4
and this has	4
great number of	4
for the larger	4
the same place	4
level of low	4
on the basis	4
the institution of	4
of anhydrous ammonia	4
the mass of	4
engineer of the	4
in by the	4
have been sunk	4
of which a	4
in the floor	4
the supply pipe	4
is in a	4
and the cost	4
formed of two	4
western limits of	4
a considerable difference	4
level of sea	4
inches for feet	4
of the several	4
favour of the	4
a large scale	4
it would have	4
in the state	4
to feet in	4
upon the nature	4
of rise and	4
a similar manner	4
work of the	4
formed by the	4
the water by	4
the course taken	4
of the subsoil	4
certain amount of	4
if the whole	4
in the open	4
with a large	4
applied to the	4
is equivalent to	4
water in sewers	4
to the writer	4
shown in diagram	4
end of each	4
coli content of	4
the cube of	4
water in which	4
to the use	4
and the remaining	4
to do so	4
red clayey sand	4
to the great	4
sin a b	4
the teeth of	4
found that a	4
should be in	4
in other words	4
the ground was	4
will form a	4
day were treated	4
in charge of	4
to such an	4
the sewer to	4
to the attraction	4
of the proposed	4
the necessity for	4
such an extent	4
mean low water	4
water to surface	4
as quickly as	4
is screwed on	4
number of times	4
a certain amount	4
earth or ashes	4
similar to those	4
methods in tight	4
feet from surface	4
rest of the	4
at a lower	4
can be most	4
this may be	4
in terms of	4
flow of about	4
only to the	4
of the paris	4
the time the	4
the works of	4
carried to a	4
by the formula	4
to the wind	4
in the central	4
to the tube	4
float can be	4
were treated with	4
is presented here	4
are designed to	4
of the road	4
of concrete and	4
to make the	4
law on the	4
to keep out	4
the trepan is	4
will give the	4
and also the	4
back to the	4
the plant and	4
it will therefore	4
to be sunk	4
and the joints	4
relative to the	4
the well should	4
was as follows	4
the float can	4
of the working	4
the first step	4
reservoir of water	4
the well has	4
this system of	4
some instances the	4
to the tubbing	4
the outlet valve	4
in a very	4
may be carried	4
comes in contact	4
sewage is discharged	4
to the first	4