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Waste Water Engineering

Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

5
0.25
10
2

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

3
4
1.5
2

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Waste Water Engineering
Dry weather flow is:

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

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Waste Water Engineering
The sewerage system originates from

Main sewers
Lateral sewers
Branch sewers
House sewers

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Waste Water Engineering
The intensity of rain is expressed in

cm/day
None of these
cm/minute
cm/hour

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Waste Water Engineering
Self-cleansing velocity is

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

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