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 water mains and distribution system, however, are so well laid out,
and the whole design is so good, that the writer would not anticipate much
difficulty because it is on rather too liberal lines for the present or
probable future. It may, perhaps, be argued that it may cost more to keep
the mains in such a system clean; but this extra cost will scarcely be of
much moment, and will be offset by the greater lasting quality of the
larger pipes. There is another feature of the problem, however, which is
not affected favorably by a too liberal forecast of the per capita water
supply, namely, the sewerage system.
If it is assumed that, using 200 liters per capita per day, the total
water supply of the city for the present population will be 18,000,000
liters, and that this may double in fifty years, or even amount to
40,000,000 liters in that time, it would seem that a rather liberal
provision has been made for the water supply, and that this will scarcely
be exceeded by the sewage, for the latter must come from the water supply,
there being little or no ground-water and no storm-water taken into the
sewers. Designing the sewers to flow half full for all diameters less than
18 in., and seven-tenths full for all larger sizes, it would seem that
this would give ample capacity for all time to come in such a city, and
that good practice would not exceed these figures, it being more desirable
that the sewers should not be too large to work well, than that they
should be large enough in all places to meet every possible contingency.
If all the sewers of a system are too large, the condition is incurably
bad; while, if a few miles prove to be too small, on account of growth and
prosperity not anticipated by the designer, it will be easy enough to
relay such parts when this becomes necessary.
Mr. Conway states that:
"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 [100 gal.] per capita per day, with a maximum rate of flow
of 200 per cent."
If the writer understands this statement correctly, it means that the
sewers, flowing half full, will carry 380 liters per capita in 12 hours,
or are designed with 200% of the capacity required to take the assumed
flow in 24 hours.
It was assumed that each house would be occupied by 7 persons and have a
frontage of 12-1/2 m. (about 41 ft.), that is, about 700 gal. per day per
house, the maximum flow rate being 200%, or at the rate of 700 gal. per
house in 12 hours.
It is to be remembered that nearly all the houses are of one story, and
that, as a rule in tropical and sub-tropical countries, the per capita use
of water diminishes with some function of the increasing number of
inhabitants in one house. Most of the water is used in the kitchen, and
where there are 7 persons instead of 5, the quantity used by the smaller
number will generally serve the larger.
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Elsewhere in the archive
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account