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 sewers are designed on a very liberal basis, namely, on the assumption
that when flowing half full the quantity to be dealt with will be 380
liters per capita per day, with a maximum rate of flow of 200 per cent. It
was assumed that each house would be occupied by 7 persons and have a
frontage of 12-1/2 m. The minimum velocities in the sewers, when running
full, vary between 0.91 and 1.5 m. per sec., with the exception of a few
blocks.
The minimum size adopted was 24.3 cm. (8 in.) in internal diameter. The
sewers of diameters between 24.3 and 50 cm., are 0.91 m. (36 in.) long,
and are of salt-glazed vitrified clay, imported from San Antonio, Tex.
Table 12 gives the details of the length of the various sewers laid.
TABLE 12.--LENGTH OF SEWERS.
+----------+------------------------------------------+-----------+
|DIAMETER: | | |
+-----+----+ Kind. | Length, |
| cm | in.| | in meters.|
+-----+----+------------------------------------------+-----------+
|24.3 | 8 | Fire-clay | 38,332.85 |
|25.4 | 10 | " | 16,400.69 |
|30.5 | 12 | " | 7,953.15 |
|38.1 | 15 | " | 4,850.56 |
|45.7 | 18 | " | 2,023.40 |
|50.8 | 20 | " | 1,450.53 |
|55.9 | 22 | Reinforced concrete tubes, 6.9 cm. thick | 3,134.20 |
|61.0 | 25 | " " " 7.6 " " | 357.40 |
|68.6 | 27 | Brick and concrete | 484.05 |
|76.2 | 30 | " " " | 662.69 |
| | | | |
| | | Total | 75,649.15 |
+-----+----+------------------------------------------+-----------+
The greater number of the manholes are of brickwork, 23 cm. thick, and
have concrete inverts. They have a diameter of 1.2 m., which is reduced to
0.61 m. at the top, and each is provided with a heavy cast-iron frame and
closed cover weighing about 190 kg. There are 521 manholes, and they are
placed at every block and on long lines about 80 m. apart.
[Illustration: FIG. 16.--STANDARD 300-GAL. FLUSH TANKS.]
The sewers are flushed with 15-cm. (6-in.) automatic flushing siphons of
the Miller pattern with 20-cm. (8-in.) discharge pipes. There are 278 of
these siphons, and they are placed in flush-tanks (Fig. 16) built of
brickwork and plastered with 1:1 cement mortar. Their capacity varies from
800 to 1,200 liters, and they discharge from 22-1/2 to 28-1/2 liters per
sec. They are timed to flush once in 24 hours.
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