Transactions of the American Society of Civil Engineers, Vol. LXX, Dec. 1910: A Concrete Water Tower, Paper No. 1173Kempkey, A.
History
Transactions of the American Society of Civil Engineers, Vol. LXX, Dec. 1910: A Concrete Water Tower, Paper No. 1173
Kempkey, A.
Civil engineering -- Periodicals; Water towers -- Design and construction
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AMERICAN SOCIETY OF CIVIL ENGINEERS
INSTITUTED 1852
TRANSACTIONS
Paper No. 1173
A CONCRETE WATER TOWER.[A]
BY A. KEMPKEY, JR., JUN. AM. SOC. C. E.[B]
WITH DISCUSSION BY MESSRS. MAURICE C. COUCHOT, L. J. MENSCH,
A. H. MARKWART, AND A. KEMPKEY, JR.
The City of Victoria is situated on the southern end of Vancouver
Island, in the Province of British Columbia, Canada, and is the capital
of the Province.
In common with all cities of the extreme West, its growth has been very
rapid within the last few years. The population of the city proper,
together with that of the municipality of Oak Bay, immediately adjacent,
is now about 35,000.
The Victoria water-works are owned by the city and operated under the
direction of a Water Commissioner appointed by the City Council. By
special agreement, water is supplied to Oak Bay in bulk, this
municipality having its own distributing system.
The rapid increase in population, together with the fact that in recent
years very little had been done toward increasing the water supply,
resulted in the necessity for remodeling the entire system, and there
are very few cities where this would involve as many complex problems or
a greater variety of work.
Water is drawn from Elk Lake, situated about five miles north of the
city; thence it flows by gravity to the pumping station about four miles
distant, and from there is pumped directly to the consumers.
The remodeling of the system, as recently completed, provided for:
1.--Increasing the capacity of Elk Lake by a system of levees.
2.--Increasing the capacity of the main to the pumping station by
replacing about two miles of the old 16-in., wrought-iron, riveted pipe
with 24-in. riveted steel pipe.
3.--Increasing the capacity of the pumping station by the installation
of a 4,500,000-gal. pumping engine of the close-connected,
cross-compound, Corliss, crank-and-fly-wheel type.
4.--The construction of a 20,000,000-gal. concrete-lined distributing
reservoir in the city.
5.--The entire remodeling of the distributing system, necessitating the
laying of about 1/2 mile each of 18-in. and 27-in. pipe, and about 1
mile of 24-in. riveted steel pipe; also about 3,000 tons of cast-iron
pipe, varying in size from 4 to 12 in.
6.--The provision for a high-level service by means of an elevated tank
of approximately 100,000 gal. capacity, water being supplied to the tank
by two electrically-driven triplex pumps, each having a capacity of
100,000 gal. per 24 hours, against a dynamic head of 150 ft., and
arranged to start and stop automatically with a variation of 3 ft. in
the elevation of the water in the tank. These pumps are located about
one mile from the tower, and are controlled by a float-operated
auto-start, in the base of the tower.
Public-domain text, read in full here on John Shaqi.
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