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 depth of sand to be removed by scraping at one time is, within
limits, practically independent of the quantity of dirt which it has
accumulated, and any lengthening of the period means a corresponding
reduction in the quantity of sand to be removed, washed and replaced
and consequently an important reduction in the operating cost, as well
as a reduction in the area of filters out of use while being cleaned,
and so, in the capital cost.
Among the minor objections to an increased loss of head are the
greater head against which the water must be pumped, and the possible
increased difficulty of filling filters with filtered water from below
after scraping, but these would hardly have much weight against the
economy indicated by the Lawrence experiments for the higher heads.
High heads will also drive an increased quantity of water through any
cracks or passages in the filter. Such leaks have at last been found to
be the cause of the inferior work of the covered filters at Stralau,
the water going down unfiltered in certain corners, especially at high
heads; but with careful construction there should be no cracks, and
with the aid of bacteriology to find the possible leaks this ought not
to be a valid objection.
In conclusion: the trend of opinion is strongly in favor of limiting
the loss of head to about 24 to 30 inches as was suggested by Kirkwood,
but I am forced to conclude that there is reason to believe that
equally good results can be obtained with lower operating expenses by
allowing higher heads to be used, at least in the case of filters with
modern regulating appliances, and, I would suggest that filters should
be built so as not to exclude the use of moderately high heads, and
that the limit to be permanently used should be determined by actual
tests of efficiency and length of period with various losses of head
after starting the works.
CHAPTER V.
CLEANING FILTERS.
When a filter has become so far clogged that it will no longer pass
a satisfactory quantity of water with the allowable head it must be
cleaned by scraping off and removing the upper layer of dirty sand.
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