Transactions of the American Society of Civil Engineers, vol. LXXII, June, 1911: Water Purification Plant, Washington, D. C. Results of Operation.American Society of Civil Engineers
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Transactions of the American Society of Civil Engineers, vol. LXXII, June, 1911: Water Purification Plant, Washington, D. C. Results of Operation.
American Society of Civil Engineers
Civil engineering -- Periodicals; Water treatment plants
~Table 26--Results of Experiments with
Preliminary Filter at Albany, N. Y.~
==========+==========+==========+============+=============
Month, | Bacteria | Bacteria | Bacteria in|Bacteria in
1906. | in raw | in pre- | effluent | effluent
| water. | liminary | from | from
| | filter |experimental|city filter.
| | effluent.|sand filter.|
----------+----------+----------+------------+-------------
March | 133,480 | 36,000 | 151 | 706
April | 77,420 | 4,810 | 72 | 155
May | 15,800 | 2,250 | 48 | 37
June | 4,520 | 358 | 38 | 34
July | 2,090 | 163 | 25 | 22
August | 2,740 | 121 | 36 | 22
September | 8,280 | 445 | 20 | 24
October | 38,350 | 4,235 | 67 | 227
November | 67,910 | 15,570 | 337 | 341
December | 645,500 | 25,440 | 144 | 2,783
----------+----------+----------+------------+-------------
1907. | | | |
January | 127,560 | 4,660 | 48 | 443
February | 28,000 | 1,800 | 13 | 116
==========+==========+==========+============+=============
On the diagram, Figure 11, will be found various data taken from the
published records of the Albany filter, from 1899 to 1909. These
data include: The numbers of bacteria before and after filtration;
the percentage of bacteria remaining in the effluent; the average
quantity of water filtered, in millions of gallons per day; the
quantities of water filtered between scrapings; the turbidity of the
raw water; the cost of filtration, including capital charges and
cost of operation; and the typhoid death rates of the city per
month. Several points are brought out conspicuously by this diagram.
One is the uniformly low death rate from typhoid throughout the
entire period. The filter was operated from 1899 until the fall of
1907 with raw water taken from what is known as the "Back Channel."
Since then it has been taken from a new intake which extends into
the Hudson River itself. Until the fall of 1908 the preliminary
treatment consisted merely of sedimentation, but since then the
water has received an additional preliminary treatment in mechanical
filters operated without coagulant, along the lines of the
experiments just mentioned. During this time the average rate of
filtration of the sand filter has not changed materially, although
it is said that the maximum rate has been increased since the
preliminary filters were put in service. The study of the
bacteriological analyses shows that the best results were obtained
during 1902, 1903, and 1904. Since then the numbers of bacteria in
both the raw and filtered water have increased. This was especially
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