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.
+-----------------------------------------+-----------+-----------+
| | Pesos per | Pesos per |
| | cubic | cubic |
| | meter. | meter. |
+-----------------------------------------+-----------+-----------+
| LABOR : | | |
| Mixing and placing | 5.20 | |
| Carpenter work in forms, framing, etc. | 4.20 | |
| | _____ | |
| Total labor cost | | 9.40 |
| | | |
| MATERIALS : | | |
| Screened gravel | 4.04 | |
| Sand (from neighboring arroyo) | 4.98 | |
| Cement (including hauling) | 15.19 | |
| Lumber, nails, and other supplies | 1.90 | 26.11 |
+-----------------------------------------+-----------+-----------+
| Total cost of concrete per cubic meter 35.51 |
+-----------------------------------------------------------------+
_Sludge-pit._--The sludge-pit, used when cleaning out the tanks, is
carried 639 m. northward, far enough to get the available fall to drain
the bottom of the detritus chambers and liquefying tanks. The drainage
pipe was formed of 56-cm. (22-in.) concrete tubes. The sludge-pit is
merely an excavation in the earth 20 m. square and 2 m. deep, the sides
having a slope of 1-1/2 to 1. An overflow drains the pit to an irrigation
ditch, the solid matter being allowed to settle and the liquid to drain
off. From time to time it is proposed to dig out the solids and plow them
into the land.
_General._--To the east of the tanks a 3-roomed house has been built for
the inspector.
In order to provide a good supply of water for cleaning operations, a well
22 m. deep has been sunk and is fitted with pumps operated by an Eclipse
windmill, 4 m. in diameter, on a tower 22 m. high, which delivers the pump
water to a circular wooden tank of 20,000 liters capacity.
The work in connection with the purification tanks was carried out by the
Company's own staff; it was begun on September 10th, 1908, and practically
completed by the first week in January, 1909.
Public-domain text, read in full here on John Shaqi.
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