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Water Supply Engineering

Water Supply Engineering
Average annual rainfall at any station is the average of annual rainfall over a period of

28 years
14 years
21 years
35 years

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Water Supply Engineering
The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level

1485 m
1475 m
1505 m
1500 m

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Water Supply Engineering
If the chosen diameter of a pipe, is less than the economical diameter

Head loss will be high
Cost of pipe will be less
Cost of pumping will be more than saving
All listed here

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Water Supply Engineering
Pick up the incorrect statement from the following. The underground sources of water, is from

storage reservoirs
springs
wells
infiltration wells

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Water Supply Engineering
Surcharge storage zone of a reservoir, is

Below dead storage
Between dead storage and useful storage
Also known as valley storage
Above useful storage

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Water Supply Engineering
Corrosion of well pipes may not be reduced by

using thicker pipes
reducing the draw down and the pumping rate
using screens having larger area of openings
reducing the flow velocity

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