The filtration of public water-supplies: Third edition, revised and enlarged.Hazen, Allen
Science
The filtration of public water-supplies: Third edition, revised and enlarged.
Hazen, Allen
Filters and filtration; Water-supply
At Far Rockaway, L. I., and Red Bank N. J., for iron-removal plants,
the cost of operation has hardly been appreciable. The plants are both
close to the pumping-stations, and it has been possible to operate
them with the labor necessarily engaged at the pumping-station without
additional cost, except a very small amount of labor on the sand at Far
Rockaway. No computation has been made in these cases of the additional
coal required for pumping.
At Lawrence, Mass., the cost of operation for 1895 was as follows:
Cost of scraping and replacing sand $3,467
Cost of care of ice 2,903
------
Total cost of operation $6,370
Water filtered, millions of gallons 1,097
Cost per million gallons $5.80
The cost of care of ice has been excessive at Lawrence, and it has
been repeatedly recommended to cover the filter to avoid this expense.
The cost of handling sand has been very greatly increased, because the
filter is built in one bed, and all work upon it has to be done during
the comparatively short intervals when the filter is not in use, an
arrangement which is not at all economical in the use of labor. The
cost of operation is thus much higher than it would be had the plant
been constructed in several units, each of which could be disconnected
for the purpose of being cleaned in the ordinary manner. As against
this the first cost of construction was extremely low, and the saving
in interest charges should be credited against the increased cost of
labor in cleaning.
The cost of operating filters at Ashland, Wis., has been estimated by
Mr. William Wheeler at $2.26 per million gallons. This estimate is
based upon the performance for the first year that they were in service.
In the operation of mechanical filters one of the largest items of
expense is for the coagulant, and the amount of this depends entirely
upon the character of the raw water and the thoroughness of the
treatment required. The data regarding the other or general costs of
operation of mechanical filters are few and unsatisfactory.
I recently made some estimates of cost of clarifying waters of various
degrees of turbidity by sand and mechanical filters. These estimates
were made for a special set of conditions, and I do not know that
they will fit others, but they have at least a suggestive value. The
results shown by Fig. 26 include only the cost of operation, and not
interest and depreciation charges. These figures, when used for plants
in connection with which preliminary treatments are used, should be
applied to the turbidity of the water as applied to the filters, and
not to the raw water, and the costs of the preliminary processes should
be added.
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