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Waste Water Engineering

Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

80 cm
50 cm
100 cm
90 cm

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

1 in 100
1 in 60
1 in 120
None of these

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Lined with stones
Both A. and B.
With beds of rocks and gravels
Neither A. nor B.

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Twice the average demand
Thrice the average demand
Four times the average demand
Average demand

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Waste Water Engineering
Aerobic activity is maximum

In sewer treatment plants
At sewer pipes
In freshly produced sewage
None of these

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Waste Water Engineering
The liquid wastes from kitchens, bath rooms and wash basins, is not called

Sewage
Sullage
Liquid waste
None of these

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