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Waste Water Engineering

Waste Water Engineering
Water content of sewage is about

0.999
0.95
0.99
0.9

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Neither A nor B
Both A and B
Concreting
Raising low lying areas by dumping

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Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Circular
Parabolic
Rectangular
New egged

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Waste Water Engineering
Dry weather flow is:

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

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Parasitic decomposition
None of these
Aerobic decomposition
Anaerobic decomposition

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Waste Water Engineering
A rain sanitary sewer is constructed to carry

Surface water
Ground water
Storm sewage
Sanitary sewage

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