Transactions of the American Society of Civil Engineers, vol. LXXII, June, 1911: Water Purification Plant, Washington, D. C. Results of Operation. — John Shaqi
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
Science
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
============+======+=============+=============+==============
| Raw |Filter No. 1.|Filter No. 2.|Filter No. 3.
Date. |water.|------+------+------+------+------+-------
| | A | B | C | D | E | F
------------+------+------+------+------+------+------+-------
January 12th| 40 | 10 | 1 | 12 | 1 | 2 | 0
January 13th| 110 | 45 | 2 | 51 | 2 | 2 | 0
January 14th| 210 | 95 | 3 | 113 | 4 | 2 | 0
January 15th| 325 | 190 | 12 | 222 | 15 | 3 | 0
January 16th| 360 | 210 | 37 | 247 | 42 | 5 | 0
January 17th| 242 | 122 | 24 | 147 | 26 | 6 | 0
January 18th| 137 | ... | ... | 73 | 7 | 6 | 0
January 19th| 117 | 40 | 12 |clean-| ... | 5 | 0
| | | | ing | | |
January 20th| 72 | 31 | 6 | sand | ... |clean-| 0
| | | |filter| | ing |
January 21st| 55 | 20 | 4 | 25 | 4 | sand | ...
January 22d | 49 | 17 | 3 | 21 | 4 |filter| ...
January 23d | 40 | 12 | 3 | 15 | 3 | 3 | 0
January 24th| 40 | 11 | 3 | 13 | 3 | 3 | 0
============+======+======+======+======+======+======+=======
It is unfortunate that this system was not in operation in January,
1908, when the water was cold and turbid. The results, however,
indicate that it would be no more successful than either Filter
Plant No. 1 or No. 2.
_Experimental Rate Studies._--In September, 1908, an experimental
plant consisting of six small filters was put in operation. The
object of these experiments was to study the relative efficiencies
and cost for the operation of slow sand filters when operated at
different rates.
The units of the plant consisted of cylindrical galvanized-iron
tanks 4 ft. in diameter and 9 ft. high. The filter sand in these
tanks was taken from the supply for the main filters. It was
supported on gravel layers and supplied with under-drains of
suitable sizes for the proposed rate of flow in each case.
The units of the experimental plant were designated as Nos. 1, 2, 3,
4, 5, and 6, and it was the original intention to operate them at
rates of 1,000,000, 3,000,000, 6,000,000, 10,000,000, 30,000,000,
and 100,000,000 gal. per acre daily, respectively.
Public-domain text, read in full here on John Shaqi.
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