Full text: Ana - Ath (Vol. 2)

  
294 LU EDUOT 
gallons per day, caused great anxiety, and shewed the 
necessity of largely extended works. It was estimated 
that the basin above the Croton Dam, 7 el 
339 square miles in area, would give 
300,000,000 gallons per day on the 
average, if the water could be impounded, 
and that, therefore, abundant water could 
be obtained by increasing the number 
or capacity of the impounding reser- 
voirs. New reservoirs were therefore 
projected, one of which, to contain 
3,000,000,000 gallons, was expected to 
be completed in the autumn of 1872. 
With this the gross storage would be 
4,670,000,000 gallons, in addition to 
the daily produce of the Croton River, 
which, at its minimum as stated, is _ : 
27,000,000 gallons per day. Another g, 47%”;5 Gt 
reservoir to contain 3,700,000,000 gal- e 
lons was also projected, and will, it is presumed, be con- 
structed when necessary (fig. 5). Tomeet the growing de- 
  
  
  
  
  
  
  
  
  
ATMILES 
Distributing Reservoir 
Union Square 
Universily 
  
Fra. 5.—Part section of Crotor Waterworks. 
mand for water, the reservoirs were not only increased as 
described, but the means of distribution were largely ex- 
tended, and in one part of the city six lines of pipes 4 
feet in diameter were laid side by side. 
Manchester Waterworks. 
The works by which the city of Manchester and its 
suburbs are now supplied with water, and which have 
been in course of construction from the year 1848 to 
the present time (1874), are perhaps, in some respects, 
the most stupendous works of the kind which have ever 
been constructed, in which difficulties of no ordinary char- 
acter have been successfully overcome. These remarks, 
however, relate especially to the impounding reservoirs, 
which are seven in number, with embankments varying 
from 70 to 100 feet above the level of the valley in which 
they are constructed, and cannot, therefore, be properly 
alluded to here. As the conveyance of the water to the 
city is, however, by aqueduct, a few words explanatory of 
the general scheme will be necessary. 
The water is collected from the river Etherow and its tri- 
butaries, which, rising on the westerly slope of the Pennine 
chain of hills, flow into the river Mersey,and so into the Irish 
Sea. The drainage ground from which the water is collected 
lies nearly midway between Manchester and Sheffield. Its 
area is about 19,300 acres. It rises in parts to an elevation 
of about 1800 feet above the level of the sea, and about 
1200 or 1300 feet above the deep and romantic valley of 
Longdendale, in which the main collecting reservoirs are 
situated. The district consists of the shales and sandstones 
which constitute the lower portion of the Coal Measure 
formation—the upper millstone grit forming the cap of 
the steep escarpments on each side of the valley, while the 
lower millstone grit, which may be said to separate the 
Coal Measure shale from the limestone shale, is found in 
the bottom. The waters produced by this geological forma- 
tion are among the purest in the world. The spring water 
is especially brilliant, highly aerated, containing little or 
  
no foreign matter, and extremely soft. Tt is at all times 
very abundant, the district yielding much more spring 
water than the usual quantity, in proportion to the area 
from which the springs issue. The quantity of water 
flowing from the drainage ground would, if wholly stored, 
afford a gross supply of about 40,000,000 gallons per 
day, of which about 13,000,000 gallons per day have to be 
delivered as compensation to the mills on the stream, 
leaving about 27,000,000 gallons per day as the supply 
available for the city and its suburbs. 
The water of heavy rains and wet seasons is collected 1n 
large impounding reservoirs, the gross capacity of which is 
4,933,000,000 gallons. In some of these reservoirs the 
turbid and coloured water is impounded, where it is allowed 
to settle and purify, and is subsequently given as compen- 
sation to the stream ; and in others, the pure water, when 
more than sufficient for the wants of the city, is collected. 
Here it is stored till required, and then given in addition 
to the spring water, when that is in itself deficient in 
quantity. The spring water is separately collected, and 
conveyed to the city by aqueducts specially constructed 
for the purpose. In heavy rains, which swell the streams, 
and especially in autumn, the water is discoloured, but by 
a simple and ingenious contrivance, every stream is made 
to separate its coloured water from its pure water—the 
coloured water being passed to reservoirs set apart for the 
storage of such water, and the pure water being sent at 
once to Manchester, or passed to reservoirs in which it is 
stored for future use. 
The aqueducts by which this water is conveyed from 
the springs and from the reservoirs, consist for the most 
part of tunnel and covered conduit, 6 feet in diameter, with 
a fall of 5 feet in a mile, with cast-iron syphon pipes of 
large dimensions across one valley, which has to be passed 
before the highest service reservoir is reached. From this 
reservoir to the city, about 8 miles distant, cast-iron pipes 
are laid along or under the public roads, to convey the 
water to various other reservoirs at lower elevations, from 
which the city and its suburbs are conveniently supplied. 
In the main valleys in which the spring water is col- 
lected, or the flood and turbid waters conveyed by separate 
channels, the aqueducts are chiefly open, and are, to a 
great extent, formed of concrete 6 inches thick on the 
sides and bottom, faced with dry stone pitching 9 inches in 
thickness. They are cheap, easily constructed, and per- 
fectly successful. 
The area and capacities of all the reservoirs are as 
follows :— 
  
  
  
  
  
  
. | 
Name. i Area. : Capacity. Depth. } 
| 
Acres. Gallons. Feet. 
Wioodhead, n i o 135 1,235,000,000 72 
Norsides =2 160 1,474,000,000 84 
RhodesWiood, sty 54 500,000,000 68 
Valetotse, o0 63 343,000,000 40 
Bottoms, (estimated) ...... | 46 399,000,000 50 
Amfieldisin: e A o e 39 209,000,000 52 
Hollingworthye .. oo 13 73,000,000 52 
Godileys =i s 15 61,000,000 21 
Denton sNoT oo i 7 30,000,000 20 
Penton; Nos 2, & i s 6 23,000,000 20 
Gorton, Upper; ..o o 34 123,000,000 26 
Gorton, i Liowern,. .. ... vl 23 100,000,000 29 
Prestwachia . oo 41 20,000,000 22 
5991 | 4,590,000,000 
  
  
  
Loch Katrine Aqueduct, Glasgow. 
The Loch Katrine Aqueduct of the Glasgow Waterworks 
is the modern aqueduct which has most prabably attracted 
the largest share of public attention. 
b b AT Ll 
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