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Waste Water Engineering

Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

30 m
20 m
16 m
24 m

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Waste Water Engineering
Dry water flow in a combined sewer, is

Storm water
Industrial sewage
Domestic sewage
Inclusive of domestic and industrial sewage but excludes storm water

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

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

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Waste Water Engineering
Self-cleansing velocity is

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

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Waste Water Engineering
For house drainage minimum gradient is

1 in 80
1 in 10
1 in 400
1 in 60

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Waste Water Engineering
Dry weather flow is:

Water supply allowance per capita
Average daily rate of flow
Average monthly rate of flow
Average annual rate of flow

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