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 platinum-wire method has been used in many cases with most
satisfactory results. If it lacks something in theoretical accuracy
as compared with more elaborate methods, it more than makes up for it
by its simplicity; and reliable observations can be taken with it by
people who would be entirely incompetent to operate more elaborate
apparatus; and it can thus be used in many cases where other methods
would be impossible.
Upon this scale the most turbid waters which have come under the
observation of the author have turbidities of about 2.50, although
waters much more turbid than this undoubtedly exist. A water with
a turbidity of 1.00 is extremely muddy, and only one tenth of this
turbidity would cause remark and complaint among those who use it for
domestic purposes. In an ordinary pressed-glass tumbler a turbidity of
0.02 is just visible to an ordinary observer who looks at the water
closely, but it is not conspicuous, nor would it be likely to cause
general complaint; and this amount may be taken as approximately the
allowable limit of turbidity in a good public water-supply. In a
carefully polished, and perfectly transparent glass a turbidity of 0.01
will be visible, and in larger receptacles still lower turbidities may
be seen if the water is examined carefully. In gallon bottles of very
clear glass, under electric light and surrounded by black cloth, a
turbidity of 0.001 can be distinguished, but a turbidity even several
times as large as this could hardly be detected except by the use of
special appliances, or where water is seen in a depth of several feet.
RELATION OF PLATINUM-WIRE TURBIDITIES TO SUSPENDED MATTERS.
The relation of turbidity to the weight of suspended matters is
approximately constant for waters from which the coarser matters have
been entirely removed by sedimentation. For these waters the suspended
matters in parts per 100,000 are about 16 times the turbidity. For
river-waters the ratios are always larger. With very sluggish rivers
the ratio is only a little larger than for settled waters. For average
river-waters the ratio is considerably higher, and increases with the
turbidity, and for very rapid rivers and torrents the ratio is much
wider, as the suspended matters consist largely of particles which are
heavy but do not increase very much the turbidity.
The following table gives the amounts of suspended matters for various
classes of waters corresponding to the turbidities stated, which have
been deduced from the experience of the author. It is very likely that
ratios different from the above would be obtained with waters in which
the sediment was of different character.
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