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
As a matter of fact the bacterial efficiency has usually been found
to be less with intermittent filters at the Lawrence Experiment
Station, when they have been run at rates such as are commonly used for
continuous filters in Europe, say from one and one half to two million
gallons and upwards per acre daily. With lower rates, and especially
with rather fine materials, the bacterial efficiency is much greater;
but it may be doubted whether it would ever be greater than that of a
continuous filter with the same filtering material and the same total
yield per acre. The number of bacteria coming from the underdrains is
apparently generally less, and with very high summer temperatures much
less, than in continuous filters, and this often gives an apparent
bacterial superiority to the intermittent filters.
The effluents from intermittent often contain less slightly organic
matter than those from continuous filters; but, on the other hand,
hardly any water proposed for a public water-supply has organic matter
enough to be of any sanitary significance whatever, apart from the
living bodies which often accompany it; and if the latter are removed
by straining or otherwise, we can safely disregard the organic matters.
In addition, the water filtered will in a great majority of cases have
enough air dissolved in itself to produce whatever oxidation there is
time for in the few hours required for it to pass the filter, and it is
only at very low rates of filtration that intermittent filters produce
effluents of greater chemical purity than by the ordinary process. The
yellow-brown coloring matter present in so many waters appears to be
quite incapable of rapid nitrification; and where it is to some extent
removed by filtration, the action is dependent upon other and but
imperfectly understood causes which seem to act equally in continuous
and intermittent filters.
The peculiarities of construction involved by this method of filtration
will be best illustrated by a discussion of the Lawrence city filter
designed by Hiram F. Mills, C.E., which is the only filter in existence
upon this plan.[30]
THE LAWRENCE FILTER.
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