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
Both of these terms depend upon a whole series of complex and but
imperfectly understood conditions. In general the bacteria from the
underdrains are low in cold winter weather, often almost _nil_, while
at Lawrence with water temperatures of 70 to 75 degrees, and over, in
July and August, the numbers from this source may reach 200 or 300,
but for the other ten months of the year rarely exceed 50 under normal
conditions. In summer especially it seems to be greater at low than
at high rates of filtration (although a high rate for a short time
only increases it), and so varies in the opposite way from the numbers
actually passing the filters. This subject is by no means clearly
understood; it is difficult, almost impossible, to separate the numbers
of bacteria into the two parts—those which come directly through and
may be dangerous, and those which have other origins and are harmless.
The sketch, Fig. 14, is drawn to represent my idea of the way they may
be divided. It has no statistical basis whatever. The light unshaded
section shows the percentage number of bacteria which I conceive to
be coming through a filter under given conditions at various rates of
filtration, while the shaded section above represents the bacteria from
other sources, and the upper line represents the sum of the two, or
the total number of bacteria in the effluent. The relative importance
of the two parts would probably vary widely with various conditions.
With the conditions indicated by the sketch the number of bacteria in
the effluent is almost constant: for a variation of only from 1.4 to
2.5 per cent of the number applied for the whole range is not a wide
fluctuation for bacterial results, but the number in the lower and
dangerous section is always rapidly increasing with increasing rate.
This theory of filtration accounts for many otherwise perplexing facts.
The conclusion reached at Zürich and elsewhere that the efficiency of
filtration is independent of rate may be explained in this way. This is
especially probable at Zürich, where the number of bacteria in the raw
water was only about 200, and an extremely large proportion relatively
would have to pass to make a well-marked impression upon the total
number in the effluent.
These underdrain bacteria are, so far as we know, entirely harmless;
we are only interested in them to determine how far they are capable
of decreasing the apparent efficiency of filtration below the actual
efficiency, or the per cent of bacteria really removed by the filter.
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