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
Piefke[18] shows that among the separate filters at Stralau, all
connected with the same pure-water reservoir, those connected through
the shorter pipes gave poorer effluents than the more remote filters,
and he attributes the difference to the frictional resistance of the
connecting pipes, which helped to prevent excessive rates in the
filters farthest away when the water in the reservoir became low, and
thus the fluctuations in the rates in these filters were less than in
those close to the reservoir. He
does not, however, notice, in speaking of the filters in which the
decreased efficiencies with high heads were specially marked, that they
follow in nearly the same order, and that of the four open filters
mentioned three were near the reservoir and only one was separated by
a comparatively long pipe, indicating that the deterioration with high
heads was only noticeable, or at least was much more conspicuous, in
those filters where the rates fluctuated most violently.
It requires no elaborate calculation to show that of two filters
connected with the same pure-water reservoir, as shown by Fig. 5,
with only simple gates on the connecting pipes, one of them clean and
throttled by a nearly closed gate, so that the normal pressure behind
the gate is above the highest level of water in the reservoir, and the
other clogged so that the normal pressure of the water in the drain is
considerably below the highest level of the water in the reservoir,
the latter will suffer much the more severe shocks with fluctuating
water-levels; and the fact being admitted that fluctuating levels are
unfavorable, we must go farther and conclude that the detrimental
action will increase with increasing loss of head. I am inclined to
think that this theory is adequate to explain the Stralau and Altona
results without resource to the breaking-through theory.
While the above does not at all prove the breaking-through theory to be
false, it explains the results upon which it rests in another way, and
can hardly fail to throw so much doubt upon it as to make us refuse to
allow its application to those works where a regular rate of filtration
is maintained regardless of variations in the consumption, until proof
is furnished that it is applicable to them.
I have been totally unable to find satisfactory European results in
regard to this point. The English works can furnish nothing, both on
account of the lack of regulating appliances and because the monthly
bacterial examinations are inadequate for a discussion of hourly or
daily changes. The results from the older Continental works are also
excluded for one or the other, or more often for both, of the above
reasons. The Hamburg, Tegel, and Müggel results, so far as they go,
show no deterioration with increased heads, but the heads are limited
to 24 or 28 inches by the construction of the filters, and the results
thus entirely fail to show what would be obtained with heads more than
twice as high.
Public-domain text, read in full here on John Shaqi.
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