ASCE 1193: The Water-Works and Sewerage of Monterrey, N. L., Mexico: The 4th article from the June, 1911, Volume LXXII, Transactions of the American Society of Civil Engineers. Paper No. 1193, Feb. 1, 1911.Conway, G. R. G. (George Robert Graham)
Science
ASCE 1193: The Water-Works and Sewerage of Monterrey, N. L., Mexico: The 4th article from the June, 1911, Volume LXXII, Transactions of the American Society of Civil Engineers. Paper No. 1193, Feb. 1, 1911.
How he expects to obtain such an effluent by passage through screens,
detritus tanks, and septic tanks only, is more than the writer can
understand.
The removal of suspended matter in a septic tank depends on the strength
of the sewage, the time of retention, the time elapsing between cleaning,
the presence of trade wastes, etc., and seldom exceeds 38 per cent.
The subject of septic tanks and their effect on sewage is discussed in the
"Fifth Report of the Royal Commission on Sewage Disposal" (England, 1908),
and the following extracts, relative to the application of crude sewage to
land and the effect of septic tanks on sewage, seem apropos:
"23. * * * There are also many cases in which crude sewage has
been passed over land, but the evidence shows that land treatment
of crude sewage is liable to give rise to nuisance by the
accumulation of solids on the surface of the land. Moreover, in
some cases these solids are apt to form an impervious layer,
which interferes with the aeration of the soil, and so impairs
the efficiency of the treatment."
"31. * * * At that time it was claimed that the septic tank
possessed the following, among other, advantages:
"That it solved the sludge difficulty, inasmuch as practically all
the organic solid matter was digested in the tank.
"That it destroyed any pathogenic organisms which there might be
in the sewage."
"32. As regards the first of these claims, it is now clearly
established that, in practice, all the organic solids are not
digested by septic tanks, and that the actual amount of digestion
varies to some extent with the character of the sewage, the size
of the tanks relative to the volume treated, and the frequency of
cleansing."
"At Huddersfield, Mr. Campbell estimated that about 38 per cent.
of the solids were converted into gas or digested; * * * while at
Birmingham, Messrs. Watson and O'Shaughnessy say that the figures
available indicated a digestion of not more than 10 per cent. of
the suspended matter entering the tanks."
"33. As regards the second claim, we find as a result of a very
large number of observations that the sewage issuing from the
septic tanks is, bacteriologically, almost as impure as the sewage
entering the tanks."
Messrs. Winslow and Phelps, in their interesting paper, "Investigations on
the Purification of Boston Sewage,"[8] quote a suggestion made by
Stoddart (1905):
[8] Water Supply and Irrigation Paper No. 185, p. 125.
"He finds, in a septic tank of several compartments, a
considerable deposit of sludge in the first compartment, giving
a fairly clear supernatant liquid, which in the last chamber of
all undergoes a secondary decomposition, leading to the
throwing down of an additional precipitate of offensive
sludge."
Public-domain text, read in full here on John Shaqi.
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