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 filtration used resembles in a measure that at Chemnitz, and I am
informed by the engineer, Mr. Desmond FitzGerald, that it was adopted
on account of its convenience for this particular problem, and not
because he attaches any special virtue to the intermittent feature.
APPLICATION OF INTERMITTENT FILTRATION.
In regard to the use of waters as grossly polluted as the Zwönitz,
the tendency is strongly to avoid their use, no matter how complete
the process of purification may be; but in case it should be deemed
necessary to use so impure a water for a public supply, intermittent
filtration is the only process known which would adequately purify
it. And it should be used at comparatively low rates of filtration.
I believe that an attempt to filter the Zwönitz at the rate used for
the Merrimac water at Lawrence, which is by comparison but slightly
polluted, would result disastrously.
The operation in winter must also be considered. Intermittent
filtration of sewage on open fields in Massachusetts winters is only
possible because of the comparatively high temperature of the sewage
(usually 40° to 50°), and would be a dismal failure with sewage at
the freezing-point, the temperature to be expected in river-waters in
winter.
It is impossible to draw a sharp line between those waters which are
so badly polluted as to require intermittent filtration for their
treatment and those which are susceptible to the ordinary continuous
filtration. Examples of river-waters polluted probably beyond the
limits reached in any American waters used for drinking purposes and
successfully filtered with continuous filters are furnished by Altona,
Breslau, and London.
Intermittent filtration may be considered in those cases where it
is proposed to use a water polluted entirely beyond the ordinary
limits, and for waters containing large quantities of decomposable
organic matters and microscopical organisms; but in those cases where
a certain and expeditious removal of mud is desired, and where
waters are only moderately polluted by sewage, but still in their raw
state are unhealthy, it is not apparent that intermittent filtration
has any advantages commensurate with the disadvantages of increased
rate to produce the same total yield and of the increased difficulty
of operation, particularly in winter; and in such cases continuous
filtration is to be preferred.
In the removal of tastes and odors from pond or reservoir waters which
are not muddy, but which are subject to the growths of low forms of
plants, which either by their growth or decomposition impart to the
water disagreeable tastes and odors, intermittent filtration may have a
distinct advantage. In such cases there is often an excess of organic
matter to be disposed of by oxidation, and the additional aeration
secured by intermittent filtration is of substantial assistance in
disposing of these matters.
CHAPTER VIII.
TURBIDITY AND COLOR, AND THE EFFECT OF MUD UPON SAND-FILTERS.
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