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Waste Water Engineering

Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Standard egg shaped
Circular shaped
Parabolic shaped
Horse shoe shaped

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

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

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Waste Water Engineering
Acid regression stage of sludge digestion at a temperature 21°C extends over a period of

15 days
90 days
30 days
60 days

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Waste Water Engineering
Fresh sewage may become stale in

Six hours
One hour
Two to three hours
Three to four hours

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Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D8/3 = 4 b8/3
D3/2 = 4 b3/2
D2/3 = 4 b2/3
D3/8 = 4 b3/8

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Waste Water Engineering
Self-cleansing velocity is

Velocity of water at flushing
Velocity at dry weather flow
Velocity at which no accumulation remains in the drains
Velocity of water in a pressure filter

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