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
At Darlington, England, I believe as a result of the German theories,
the loss of head is limited to about 18 inches by a masonry weir built
within the last few years. At Berlin, both at Tegel and Müggel, the
limit is 24 inches, while at the new Hamburg works 28 inches are
allowed. At Stralau in 1893 an effort was made to not exceed a limit
of 40 inches, but previously heads up to 60 inches were used, which
corresponds with the 56 inches used at Altona; and, in the other old
works, while exact information is not easily obtained because of
imperfect records, I am convinced that heads of 60 or even 80 inches
are not uncommon. At the Lawrence Experiment Station heads of 70 inches
have generally been used, although some filters have been limited to 36
and 24 inches.
In 1866 Kirkwood became convinced that the loss of head should not go
much above 30 inches, first, because high heads would, by bringing
extra weight upon the sand, make it too compact, and, second, because
when the pressure became too great the sediment layer on the surface of
the sand, in which most of the loss of head occurs, would no longer be
able to support the weight and, becoming broken, would allow the water
to pour through the comparatively large resulting openings at greatly
increased rates and with reduced efficiency.
In regard to the first point, a straight, even pressure many times
that of the water on the filter is incapable of compressing the sand.
It is much more the effect of the boots of the workmen when scraping
that makes the sand compact. I have found sand in natural banks at
Lawrence 70 or 80 feet below the surface, where it had been subjected
to corresponding pressure for thousands of years, to be quite as porous
as when packed in water in experimental filters in the usual way.
The second reason mentioned, or, as I may call it, the breaking-through
theory, is very generally if not universally accepted by German
engineers, and this is the reason for the low limit commonly adopted by
them.
A careful study of the results at Lawrence fails to show the slightest
deterioration of the effluents up to the limit used, 72 inches. Thus
in 1892, taking only the results of the continuous filters of full
height (Nos. 33A, 34A, 36A, and 37), we find that for the three days
before scraping, when the head was nearly 72 inches, the average
number of bacteria in the effluents was 31 per cc., while for the
three days after scraping, with very low heads, the number was 47. The
corresponding numbers of _B. prodigiosus_[17] were 1.1 and 2.7. This
shows better work with the highest heads, but is open to the objection
that the period just after scraping, owing to the disturbance of the
surface, is commonly supposed to be a period of low efficiency.
Public-domain text, read in full here on John Shaqi.
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