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.
A slightly shorter pipe line was secured by crossing the river, building
the reservoir (a substantial concrete-lined and vaulted-over structure) on
the opposite bank, laying out the pipe line to follow that bank nearly to
the city, and finally crossing back again; but the result has been that
since the flood of August, 1909, in which the river crossings were
destroyed, the reservoir remains isolated on the other side of the river
from town, though intended to form part of the permanent works and act as
a compensating reservoir for equalizing the pressure of the high-pressure
system. Fortunately, the pumping station, the larger pumps, and the
boilers, had been moved up the bank (after a rapid rise in the river on
August 10th, 1909) to the new wells established by Mr. Conway on the line
of the proposed prolongation of the infiltration gallery. The reservoir,
however, is left to stand alone on the other side of the river, and its
usefulness will not be restored until a new line is laid across the river,
re-establishing its connection with the new pump line and the new and
permanent pipe line to be laid along the north bank from the pumping
station to the city. This will free Monterrey from the constant menace of
a water famine. At present its two main water supplies may be cut off by
unexpected floods like those of 1909 and 1910, as both supplies are
carried across the river, and though only the cast-iron pipe connecting
with the water supply from Estanzuela was carried away by the flood, the
concrete conduit of the San Geronimo low-pressure supply was seriously
threatened. Such risks are too great to be carried for any length of time;
besides, a succession of dry years would cause such a reduction in the
Estanzuela supply as to require an additional reserve in the way of
pumping stations drawing on the under-flow of the river, such as already
exists in San Geronimo.
Afterward, Messrs. Schuyler and Binckley submitted preliminary plans and
profiles for the projected concrete gravity conduit from Estanzuela to the
reservoir south of the city, and Mr. Binckley submitted excavation plans
for two reservoirs, only one of which was built, and from designs by Mr.
Conway.
Stephen E. Kieffer, M. Am. Soc. C. E., was intrusted by Mr. Binckley with
the revision of the plans of the water distribution and sewers. The
southern half was approved by the Government and executed according to his
plans; the northern part was afterward revised by Mr. Conway and has been
partly built.
Public-domain text, read in full here on John Shaqi.
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