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No. 6.
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218
As the Shing Mun water is of a high standard of initial purity and there is not sufficient area to instal slow sand filter beds, the water will be dealt with by fast gravity or pressure filters and will discharge into a Concrete Service Reservoir of approx. 5 million gallons
capacity.
Trunk mains will run by way of one of the back streets of the Shamshuipo Reclamation, Coronation and Nathan Roads to Tsim Sha Tsui feeding a new Dervice Reservoir at Pipers' Hill on the way, From Tsim Sha Tsui the pipes will cross the Harbour to Jackson Road and then by way of Jackson Road, Parade Ground and Garden Road will reach the Public Gardens where a Service "eservoir with approx. T. W. L. of 300 0. D. will be constructed. Considerable alteration will then be required in the City
Distribution System.
The foregoing or uravity Section of the Scheme will give an average supply of approx. 11 million gallons per day throughout the driest known period and, when this consumption is reached, the low level reservoirs vill require to be put in hand.
Dam No. 5, T. W. L. 250 0. D., having a length of 502 L. Ft. and a depth to stream bed of 100 ft. will impound 400 million gallons. With a catchment area of 502 acres it will take 35 inches of effective rainfall
to fill it without overflow from the upper reservoirs, but, if thought necessary, this area can be nearly doubled by means of & mall catchmater.
Dam No. 6 will be situated immediately on the
up stream side of Tai Wai Village and will have a top water level of approx. 100 A. O/ D. It will be 1,740 L.Ft in length with a total depth to stream bed of 85 ft. and will impound approx. 1,700 million gallons. The direct catchment area available for this reservoir is 1,203 acres
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