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
filtering, excluding | | | |
pumping, storage, and | | | |
all auxiliaries.......| 5.00 | 3.87 | 2.97 | 2.64
----------------------+------------+------------+------------+------------
Relative cost.........| 1.29 | 1.00 | 0.77 | 0.68
======================+============+============+============+============
When the costs of pumping, pure-water reservoirs usually necessary,
etc., are taken into account (which add equally to the cost at all
rates), the cost of filtering will vary less with the rate than is
indicated.
The effect of rate on cost, as calculated in Table 23, and also the
percentages of the bacteria of the raw water found in the effluents
by the author and by Mr. Clark, are shown on Figure 10.
Considering all these results together, and also all the other
evidence known to the writer bearing on this point, it seems clear
that filters are not as sensitive to changes in rate, within
reasonable limits, as has been frequently assumed; but, on the other
hand, there is usually a substantial increase in the percentage of
bacteria passing through a filter with increased rate.
Filters furnish relative, not absolute, protection against
infectious matter in the raw water. The higher the bacterial
efficiency, the more complete is this relative protection.
The cost of filtering does not decrease in inverse ratio to the
rate, but at a much slower rate. This is especially true with rates
of more than 5,000,000 or 6,000,000 gal. per acre daily.
In general, a rate of filtration may rationally be selected at which
the value of the possible danger resulting from an increase in rate
is equal to the saving that may be made in cost by its use. This
point must be a matter of individual judgment. The tendency of the
last few years has been to use higher rates, or, in other words, to
cheapen the process and to tolerate a larger proportion of bacteria
in the effluent. The use of auxiliary processes has been favorable
to this, especially the use of chloride of lime, in connection with
either the raw water or the effluent.
[Illustration: ~Figure 10--Rate Million Gallons Per Acre Daily.~]
By the judicious use of this substance, efficiency may be maintained
while using higher rates than would otherwise have been desirable.
The writer believes that there will be many cases where the added
risk of using too high a rate is not worth the relatively small
saving in cost that accompanies it.
Public-domain text, read in full here on John Shaqi.
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