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 led to the procedure, first formulated by the Commission of German
Water-works Engineers in 1894, and provided for in most of the German
works built or remodelled since that time, of providing pure-water
storage sufficient in amount to make the rate of filtration entirely
independent of the operation of the pumps. Each filter was to be
controlled by itself, be independent of the others, and deliver its
water into a pure-water reservoir lower than itself, so that it could
never be affected by back-water, and so large that there would never be
a demand for sudden changes in the rate of filtration.
This procedure has given excellent results in the German works; but
it leads oftentimes to expensive construction. It involves, in the
first place, a much greater loss of head in passing through the works,
because the pure-water reservoir must be lower than the filters, and
the cost of the pure-water reservoir is increased greatly because
of its large size. The regulation of the filters is put upon the
attendants entirely, or upon automatic devices, and regulation by what
is known as “responding to the pumps” is eliminated.
More recently, the German authorities have shown less disposition to
insist rigidly upon the principles advanced in 1894. In a compilation
of the results of several years’ experience with German water-filters,
Dr. Pannwiz[66] makes a statement of particular interest, of which a
free translation is as follows:
“Most of the German works have sufficient pure-water reservoir capacity
to balance the normal fluctuations in consumption,
so that the rate of filtration is at least independent of the hourly
fluctuations in consumption. Of especial importance is the superficial
area of the pure-water reservoir. If it is sufficiently large, there is
no objection to allowing the water-level in it to rise to that of the
water upon the filters. With very low rates of consumption during the
night the filters may work slowly and even stop, without damage to the
sediment layers when the stopping and starting take place slowly and
regularly, because of the ample reservoir area.”
“The very considerable fluctuations from day to day, especially those
arising from unusual and unforeseen occurrences, are not provided for
entirely by even very large and well-arranged reservoirs. To provide
for these without causing shock, the rate of filtration must be changed
carefully and gradually, and the first essential to success is a good
regulation apparatus.”
Public-domain text, read in full here on John Shaqi.
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