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 general scheme for tapping this underflow was to drive a main
gallery at the 560-m. level on a grade of 0.05%, which was sufficiently
high to take the supply by gravity to the western reservoir, having a
top water level at 558.75 m. above datum. This elevation is sufficient
to give an excellent pressure over about 60% of the city, and a fair
pressure to reach the upper stories of the highest houses, if required,
over the whole supply district. From this gallery it was proposed to
sink shafts at frequent intervals, for a total distance of 300 m.,
carrying them below the gallery level, to tap any water-bearing gravels
there might be in the clay formation underlying the gravels and sands.
From the main gallery it was proposed to construct branch galleries up
stream on a flat gradient, so as to obtain the advantage of an increased
head due to the steep hydraulic gradient of the underflow water.
[Illustration: FIG. 12.--DIAGRAM SHOWING VARIATION IN WATER PLANE 1905
TO MARCH 1910 AT SAN GERONIMO.]
In investigations of this kind, it is of first importance to have a
continuous record of the level of the water plane, and Fig. 12 has been
plotted to show its variation at San Geronimo from the beginning of
1905 to March, 1910. From January, 1909, to March 31st, 1910, these
levels are averages of daily readings taken in 9 shafts sunk along the
proposed line of the infiltration gallery. In 1902 the water plane was
standing at 570.18 m. above datum, but from that date until 1905 the
writer has been unable to find any records. This diagram should be
examined together with the rainfall diagram, Fig. 3, and it will be
noticed that the fall in the water plane drops with the general scarcity
of the rainfall during 1907-08, and until July, 1909. The year previous
to July, 1909, is regarded, by many competent local observers to have
been the longest period of extreme drought in 30 years in Nuevo Leon,
and the evidence which the writer has been able to gather regarding
stream flow in the neighborhood of Monterrey supports this view. The
total rainfall at Monterrey for the year prior to July 1st, 1909,
amounted to 9.98 in., or 4.16 in. less than the lowest record for any
calender year since 1894, or, in other words, about 45% of the average
annual rainfall.
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