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
The agreement is only moderately good, and in fact no such formula
could be expected to give more than very rough approximations, because
it does not take into consideration the numerous other elements, such
as uniformity and regularity of filtration, the influence of scraping,
the character of the sediment in the raw water, etc., which are known
to affect the results. Perhaps the most marked general difference is
the tendency of new or freshly-filled filters to give higher, and
of old and well-compacted filters to give lower, results than those
indicated by the formula.
Comparing this formula with Piefke’s results given in his “Neue
Ermittelungen”[28] the formula gives in the first series (0.34 mm.
sand, 0.50 m. thick, and rate 100 mm. per hour), 0.25 per cent passing,
while the average number of _B. violacious_ reported, excluding the
first day of decreased efficiency after scraping, was 0.26 per cent. In
the second series, with half as high a rate the numbers checked exactly
the calculated 0.06 per cent.
In other experiments,[29] however, in 1893, when the calculated per
cent was also 0.25, only 0.03, 0.04, and 0.07 per cent were observed in
the effluents.
Comparing the results from the actual filters, (which numbers also
include the bacteria from the underdrains and should therefore be
somewhat higher) with the numbers calculated as passing through,
I find that for the 46 days, Aug. 20 to Oct. 4, 1893, for which
detailed results of the Stralau works are given by Piefke, the average
calculated number passing is 0.20 per
cent, while twice as many were observed in the effluents; although
three of the filters gave better effluents than the other eight, and
the numbers from them approximated closely the calculated numbers. If
we calculate the percentages of bacteria passing a number of filters,
using the maximum rate of filtration allowed for the German filters
where this is accurately determined, and for the English filters
taking the maximum rate at one and one-half times the rate obtained by
dividing the daily quantity by the area of filters actually in use, we
obtain:
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