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.
The use of cement concrete pipe for sewers seems to be growing in favor;
nor is this surprising, in view of the many improvements made in their
design and manufacture. The excellence of the concrete pipe used in
Monterrey and its success, suggest the query: Why was it not used still
more extensively?
Table 13 shows that the cement pipe cost much less than the vitrified
tile, or "fire-clay" pipe. Thus, the 38.1 cm. (15-in.) fire-clay cost 6.14
pesos per lin. m., the 45.7 cm. (18-in.) cost 8.80 pesos, and the 50.8 cm.
(20-in.) cost 11.30 pesos. Compared with this, the concrete pipe was much
the cheaper; the 55.9 cm. (22-in.) cost 5.93 pesos, which is less than the
cost of the 38.1 cm. (15-in.) fire-clay; and the 61.0 cm. (25-in.)
concrete pipe cost 7.30 pesos, which is less than the 45.7 cm. (18-in.)
fire-clay.
The writer's experience with concrete pipe, derived mainly from a long
service in sewer design and construction in Brooklyn, N. Y., leads him to
believe that at Monterrey the whole sewer system might, with advantage,
have been built of concrete pipe, using an egg-shaped pipe with an area
slightly larger than an 8-in. circle, designed for a discharge equal to an
8-in. pipe for all the smaller sewers. The invert of such an egg-shaped
pipe would fulfill the present requirements in carrying a very small flow
with good flotation depth, better than would a 6-in. circular pipe, and
the reserve capacity of the 8-in. pipe would be secured without
interfering with good present service. Egg-shaped pipes, similar to those
used in Brooklyn, the writer believes, would have given far better
satisfaction throughout the Monterrey sewerage system than circular
fire-clay pipe, and would have cost no more, but probably less. The
egg-shaped pipe referred to is made with a flat base and a self-centering
joint, thus insuring perfect alignment, and a smoother interior surface
than can be obtained with fire-clay pipes.
Brooklyn has about 450 miles of concrete pipe sewers, of all sizes less
than 24 in., the greater part of which is egg-shaped. There are also about
250 miles of vitrified stoneware circular pipe sewers of similar sizes,
and the cost of repairs and replacing pipe, over a period of years is
about the same per mile for each kind. Incidentally, it may be stated that
the annual cost of repairs per mile on both kinds of pipe is very small,
and is only about one-fifth of the cost of repairs per mile on the brick
sewers, of which there are about 200 miles.
The principal advantages and disadvantages of cement concrete pipe sewers
may be summed up as follows:
ADVANTAGES OF CONCRETE PIPE.
(a) Cement concrete pipe is usually less costly than vitrified
pipe.
(b) It can be formed in any shape desired.
(c) It is not cracked by vibration, and resists impact better than
vitrified pipe, for which reason it is a better material to
lay near the surface of a street in which there is heavy
traffic.
Public-domain text, read in full here on John Shaqi.
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