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Waste Water Engineering

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

2
3
1.5
4

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Waste Water Engineering
An inverted siphon is designed generally for

Four pipes
Two pipes
Three pipes
One pipe

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Waste Water Engineering
Self-cleansing velocity is

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

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Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

5 kg to 7.5 kg
0.5 to 1.0 kg
1 kg to 2.0 kg
7.5 kg to 10 kg

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Waste Water Engineering
In sewers the effect of scouring is more on

Top side
Bottom side
Horizontal side
All sides

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Waste Water Engineering
In a trickling filter

Neither A nor B
Both A and B
Filtration process is used
Biological action is used

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