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
This efficiency is dependent upon a large number of conditions many
of which have already been discussed in connection with grain-size
of filter sand, underdrains, rate of filtration, loss of head, etc.,
and a mere reference to them here will suffice. Perhaps the most
important single condition is the rate, the numbers of bacteria passing
increase rapidly with it. Next, fine sand and in moderately deep
layers tends to give high efficiency. The influence of the loss of
head, often mentioned, is not shown to be important by the Lawrence
results, nor can I find satisfactory European results in support of
it. Uniformity in the rate of filtration on all parts of the filtering
area and a constant rate throughout the twenty-four hours are regarded
as essential conditions for the best results. Severe winter weather
has indirectly, by disturbing the regular action of open filters, an
injurious influence, and has been the cause of most of the cases where
filtered waters have been known to injure the health of those who have
drunk them. This action is excluded in filters covered with masonry
arches and soil, and such construction is apparently necessary for the
best results in places subject to cold winters.
The efficiency of filtration under various conditions has been studied
by a most elaborate series of experiments at Lawrence with small
filters to which water has been applied containing a bacterium (_B.
prodigiosus_) which does not occur naturally in this country and is
not capable of growing in the filter, so that the results should
represent only the bacteria coming through the filter and not include
any additions from the underdrains. These results, which have been
published in full in the reports of the Massachusetts State Board of
Health, especially for the years 1892 and 1893, show that the number
of bacteria passing increases rapidly with increasing rate, and slowly
with decreasing sand thickness and increased size of sand-grain.
Assuming that the number of bacteria passing is expressed by the formula
1 [(rate)^2 × effective size of sand]
Per cent bacteria passing = — ————————————————————————————————————————
2 ([sqrt](thickness of the sand in inches))
where the rate is expressed in million gallons per acre daily, and
calculating by it the numbers of bacteria for the seventy-three months
for which satisfactory data are available from 11 filters in 1892 and
1893, we find that
In 14 cases the numbers observed were 4 to 9 times as great as the
calculated numbers;
In 6 cases they were 2 to 3 times as great;
In 35 cases they were between 1/2 and 2 times the calculated numbers.
In 17 cases they were 1/2 to 1/3 of them.
In 11 cases they were less than 1/3 the calculated numbers.
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