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.
(d) It is not affected by ordinary sewage.
(e) The cost of repairing and maintaining is about the same as for
a vitrified pipe sewer.
(f) It can be made in the city or town where it is to be
installed, thus giving the locality the advantage of having
some of the money paid for labor in its manufacture spent in
the place where the sewers are being put in, where it is
raised as a tax, etc.; also saving freight charges, etc.
(g) It can be made under the most careful local supervision and
inspection, of selected material, by the engineer who is
responsible for the success of the work. Vitrified pipe can
seldom be made in this way.
DISADVANTAGES OF CONCRETE PIPE.
(a) If not carefully made and of the best of materials, it is
subject to failure by disintegration, etc.
(b) It will not stand strong chemical action, and therefore the
smaller sizes should not be used where they are likely to be
exposed to trade wastes containing strong acids. In the larger
sizes the quantity of flow mixes so quickly with the trade
wastes that this danger is minimized, and it is very seldom
that even the smaller sizes become affected; but vitrified
pipe may be used in places where chemical action is
anticipated.
(c) If not properly made, it will be attacked by steam and hot
vapor, and by animal fats in the sewage; but, if properly
made, it is not affected by these.
(d) Unless reinforced or made very thick, it will not stand as
great a crushing load as the best vitrified stoneware pipe;
but, as sewers are not intended to be used under very heavy
pressure, this is not so very important. It is amply strong to
withstand any internal pressure or any external crushing load
to which it probably will be submitted.
(e) Under a considerable head of ground-water, it may permit water
to infiltrate through its walls for a considerable time after
it is laid, thereby temporarily increasing the flow, which, if
the sewage is to be pumped, will increase the cost of pumping.
This difficulty can be met by using a carefully selected mix
of materials in making the pipe, and by making the joints
carefully. Infiltration through concrete diminishes rapidly
after the sewer is in use; it occurs in vitrified pipe, also,
to some extent.
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