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Waste Water Engineering

Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.30 m
2.45 m
2.40 m
2.50 m

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Waste Water Engineering
In a sludge tank, the gas mainly produced, is

Hydrogen
Carbon dioxide
Oxygen
Nitrogen

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.05556 cumec
0.05554 cumec
0.05552 cumec
0.0556 cumec

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

A heap
None of these
Windrow
Plateau

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Waste Water Engineering
Aerobic activity is maximum

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

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Waste Water Engineering
In sewers the highest non-scouring velocity is achieved in

Glazed bricks sewers
Cast iron sewers
Cement concrete sewers
Stone ware sewers

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