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
It was found that the amount of sulphate of alumina employed was
more important than any other factor in determining the bacterial
efficiency, and special experiments were made to establish the effect
of more and of less coagulant than used in the ordinary work. These
experiments were made upon the Warren filter during May, and with
the Jewell filter during June. The monthly averages for these months
are thus abnormal and are not to be considered. The remaining six
months for each filter may be taken as normal and as representing
approximately the work of these filters under ordinary careful working
conditions.
During the six months when the Warren filter was in normal order the
raw water contained 11,531 bacteria and the effluent 201, the average
bacterial efficiency being 98.26 per cent. The bacterial efficiency was
very constant, ranging only, by months, from 97.48 to 98.96 per cent.
During the same period a sand filter receiving the same water yielded
an effluent having an average of 105 bacteria per cubic centimeter.
The Jewell filter, for the six months in which it was in normal order,
received raw water containing an average of 11,481 bacteria and yielded
an effluent containing an average of 293, the bacterial efficiency
being 97.45 per cent, and ranging, in different months, from 93.23 to
98.61 per cent.
WASTING EFFLUENT AFTER WASHING FILTERS.
After washing a mechanical filter the effluent for the first few
minutes is often inferior in quality to that obtained at other times,
and if samples are taken at these times and averaged with other samples
taken during the run, an apparent efficiency may be obtained inferior
to the true efficiency. To guard against this source of error, whenever
samples have been taken at such times, the average work for the day
has been taken, not as the numerical average of the results, but each
sample has been given weight in proportion to the amount of time which
it could be taken as representing; so that the results represent as
nearly as possible the average number of bacteria in the effluent for
the whole run. As a matter of fact, however, comparatively few samples
were taken during these periods of reduced efficiency, and thus most of
the results represent the normal efficiency exclusive of this period. A
study has been made, however, of the results of examinations of samples
taken directly after washing, somewhat in detail. The following is a
tabular statement of the average results obtained from each filter by
months, including only the results obtained on those days when samples
were taken within twenty minutes after washing, the results of other
days being excluded.
AVERAGE NUMBER OF BACTERIA IN EFFLUENT.
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