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
Rules somewhat similar to those of which a translation is given
below were first issued by the Imperial Board of Health in 1892.
These rules were regarded as unnecessarily rigid, and a petition was
presented to the government signed by 37 water-works engineers and
directors requesting a revision.[50] As a result a conference was
organized consisting of 14 members.[51] Köhler presided, and Koch,
Gaffsky, Werner, Günther, and Reincke represented the Imperial Board
of Health. The bacteriologists were represented by Flügge, Wolffhügel,
and Fränkel, while Beer, Fischer, Lindley, Meyer, and Piefke were the
engineer members.
This conference prepared the 17 articles given below in the first
days of January, 1894. A little later the first 16 articles were
issued to all German local authorities, signed by Bosse, minister of
the “Geistlichen,” and Haase, minister of the interior, and they are
considered as binding upon all water-works using surface-water. The
bacterial examinations were commenced April 1, 1894, by most of the
cities which had not previously had them.
Although the articles do not deal with rate of filtration, or the
precautions against snow and ice, they have a very great interest both
because they are an official expression, and on account of the personal
standing of the men who prepared them.
* * * * *
§ 1. In judging of the quality of a filtered surface-water the
following points should be especially observed:
_a_. The operation of a filter is to be regarded as satisfactory
when the filtrate contains the smallest possible number of bacteria,
not exceeding the number which practical experience has shown to be
attainable with good filtration at the works in question. In those
cases where there are no previous records showing the possibilities of
the works and the influence of the local conditions, especially the
character of the raw water, and until such information is obtained,
it is to be taken as the rule that a satisfactory filtration will
never yield an effluent with more than about 100 bacteria per cubic
centimeter.
_b_. The filtrate must be as clear as possible, and, in regard to
color, taste, temperature, and chemical composition, must be no worse
than the raw water.
§ 2. To allow a complete and constant control of the bacterial
efficiency of filtration, the filtrate from each single filter must be
examined daily. Any sudden increase in the number of bacteria should
cause a suspicion of some unusual disturbance in the filter, and should
make the superintendent more attentive to the possible causes of it.
§ 3. Filters must be so constructed that samples of the effluent
from any one of them can be taken at any desired time for the
bacteriological examination mentioned in § 1.
§ 4. In order to secure uniformity of method, the following is
recommended as the standard method for bacterial examination:
Public-domain text, read in full here on John Shaqi.
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