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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

35 years
21 years
28 years
14 years

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

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

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Water Supply Engineering
Turbidity of raw water is a measure of

None of these
Acidity of water
Suspended solids
O.D

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Water Supply Engineering
The expected discharge to be obtained from an open well sunk in coarse sand is 0.0059 cumec. If the working depression head of the well is 3 m, the minimum diameter of the well, is

2 m
3.00 m
2.25 m
2.50 m

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Water Supply Engineering
The least thickness of class B cast iron (spun) pipe, is

7.2 mm
8.6 mm
10 mm
7.9 mm

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Water Supply Engineering
Biochemical Oxygen Demand (B.O.D.) of safe drinking water must be

nil
5
10
15

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