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
~Table 31--Turbidity in Filtered Water at
Different Temperatures Produced by
Given Turbidity in Applied Water.~
==========+=================================================
Turbidity |
of | ~Temperature, in Degrees, Fahrenheit.~
applied |---------+---------+---------+---------+---------
water. | 40 | 40 - 50 | 50 - 60 | 60 - 70 | 70
----------+---------+---------+---------+---------+---------
20 | 1.8 | 1.3 | 1.2 | 1.5 | 1.7
20-40 | 4.8 | 5.0 | 3.5 | 3.0 | 2.6
40-60 | 7.9 | 6.9 | 5.4 | ... | 3.7
60-80 | 10.7 | 7.7 | ... | ... | 5.4
80-100 | 11.3 | ... | ... | ... | ...
100 | ... | ... | ... | ... | 12.0[1]
==========+=========+=========+=========+=========+=========
[Footnote 1: For an average turbidity = 150. approximately.]
The influence of the temperature of the water on the turbidity of
the effluent is very pronounced. For a temperature of less than 40 deg.
Fahr. (actual average temperature about 35 deg.), the turbidity of the
filtered water for a given turbidity of the applied water is
practically twice as great as for a temperature greater than 70 deg.
(actual average temperature about 75 deg.). This fact fits in very
nicely with the influence of temperature on sedimentation. Referring
again to this temperature relation, as set forth on a previous page,
the hydraulic subsiding value of a particle in water, of a size so
small that viscosity is the controlling factor in its downward
velocity, is approximately twice as great at 75 deg. as at 35 degrees.
We would then expect to find that, in order to obtain a given
turbidity in the filtered water, a raw water may be applied at 75 deg.,
having twice the turbidity of the water applied at 35 deg., to produce
the same turbidity; and further, as the turbidity of the filtered
water, for a given temperature condition, varies quite directly in
proportion to the turbidity in the applied water, it follows that an
applied water of given turbidity will produce an effluent at 35 deg.
with a turbidity twice as great as at 75 degrees. This is quite in
accordance with the facts obtained in actual operation, as indicated
on the diagram, Figure 15.
_Preliminary Treatment of the Water._--The most striking features of
the bacterial results given in Table 4 are, first, the uniformly low
numbers of bacteria in the filtered water during perhaps 8 or 9
months of the year, and the increase in numbers each winter. This is
shown clearly in the analysis of bacterial counts in Table 32.
Public-domain text, read in full here on John Shaqi.
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