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 early filters contained an enormous quantity of gravel, but the
quantity has been steadily reduced in successive plants. Thus in 1866
Kirkwood, as a result of his observations, recommended the use of a
layer four feet thick, and in addition a foot of coarse sand, while
at the present time new filters rarely have more than two feet of
gravel. Even this quantity seems quite superfluous, when calculations
of its frictional resistance are made. Thus a layer of gravel with an
effective size of 20 mm.[5] (which is much finer than that generally
employed) only 6 inches thick will carry the effluent from a filter
working at a rate of 2.57 million gallons per acre daily for a distance
of 8 feet (that is, with underdrains 16 feet apart), with a loss of
head of only 0.001 foot, and for longer distances tile drains are
cheaper than gravel. To prevent the sand from sinking into the coarse
gravel, intermediate sizes of gravel must be placed between, each grade
being coarse enough so that there is no possibility of its sinking into
the layer below. The necessary thickness of these intermediate layers
is very small, the principal point being to have a layer of each grade
at every point. Thus on the 6 inches of 20 mm. gravel mentioned above,
three layers of two inches each, of 8 and 3 mm. gravel and coarse
sand, with a total height of six inches, or other corresponding and
convenient depths and sizes, would, if carefully placed, as effectually
prevent the sinking of the filter sand into the coarse gravel as the
much thicker layers used in the older plants.
The gravel around the drains should receive special attention. Larger
stones can be here used with advantage, taking care that adequate
spaces are left for the entrance of the water into the drains at a low
velocity, and to make everything so solid in this neighborhood that
there will be no chance for the stones to settle which might allow the
sand to reach the drains.
[Illustration: RECONSTRUCTING THE UNDERDRAINAGE SYSTEM OF A FILTER
AFTER 25 YEARS OF USE, BREMEN.]
[Illustration: PLACING SAND IN A FILTER, CHOISY LE ROI (PARIS).
[_To face page 36._]]
At the Lawrence filter, at Königsberg in Prussia, at Amsterdam and
other places, the quantity of gravel is reduced by putting the drains
in trenches, so that the gravel is reduced from a maximum thickness
at the drain to nothing half way between drains. The economy of the
arrangement, however, as far as friction is concerned is not so great
as would appear at first sight, and the cost of the bottom may be
increased; but on the other hand it gives a greater depth of gravel for
covering the drains with a small total amount of gravel.
Public-domain text, read in full here on John Shaqi.
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