The Honourable
Enclosure 3.
C.O.
14069
3891
Hongkong, 7th March, 1904
W. Chatham,
Director of Public Works.
Dear Sir,
#
Kowloon Waterworks Gravitation Scheme.
In reply to your letter No. 218 of 25th February, 1904, we consider the dam for Kowloon Waterworks may with safety be raised 5 feet and we estimate the cost of so doing including the cost of raising the road and Eyewash Dam at $65,000.
We limit the proposed raising to 5 feet on account of the nature of the hillsides at the south end of the Dam, at this place the dam, instead of running into the sides of a valley runs into the end of a ridge and consequently it is most probable that the rock slopes away as shown on the section herewith from both sides of the dam. The natural ground here does not come up to the section of an ordinary earthen dam and it is bad ground, being liable to slips when cut as flat as 1 to 1, and cannot therefore be trusted to act as an earthen dam, especially considering the probable slope of the rock on which it lies. Consequently any raising of the dam necessitates the full section of the dam being carried further into the hillside before it can be reduced to the section of an ordinary stopwater trench supported by the natural ground forming an earthen dam.
We find the additional 5 feet will give 50 million gallons additional storage.
There is no absolute proportion which it is necessary to observe between the storage capacity of a reservoir and its drainage area. Speaking generally 1 Square Mile will give 1,000,000 gallons a day and requires about 200,000,000 gallons storage.
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Page 363
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Page 363
COPY.
The Honourable
Enclosure 3.
C.O.
14069
3891
Hongkong, 7th March, 1904
W. Chatham,
Director of Public Works.
Dear Sir,
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Kowloon Waterworks Gravitation Scheme.
in reply to your letter No. 218 of 25th.
February, 1904, we consider the dam for Kowloon Waterworks may
with safety be raised 5 feet and we estimate the cost of so doing
including the cost of raising the road and Eyewash Dam at $65,000.
We limit the proposed raising to 5 feet on
account of the nature of the hillsides at the south end of the
Dam, at this place the dam, instead of running into the sides of
a valley runs into the end of a ridge and consequently it is most
probable that the rock slopes away as shown on the section here-
with from both sides of the dam. The natural ground here does not
come up to the section of an ordinary earthen dam and it is bad
ground, being liable to siips when cut as flat as 1 to 1, and
cannot therefore be trusted to act as an earthen dan, especially
considering the probable slope of the rock on which it lies. Con-
sequently any raising of the dam necessitates the full section of
the dam being carried further into the hillside before it can be
reduced to the section of an ordinary stopwater trench supported
by the natural ground forming an earthen dam.
he find the additional 5 feet will give 50
million gallons additional storage.
There is no absolute proportion which it is
necessary to observe between the storage capacity of a reservoir
and its drainage area. Speaking generally 1 Square Mile will give 1,000,000 gallons a day and requires about 200,000,000 gallons
storage.
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