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Waste Water Engineering

Waste Water Engineering
The liquid wastes from kitchens, bath rooms and wash basins, is not called

Sullage
Sewage
None of these
Liquid waste

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Kutter
Bazin
Manning
Chezy

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Waste Water Engineering
If the flame of a miner's safety lamp in the upper layers of the sewer forms an explosive, the sewer certainly contains

Methane
Oxygen
Carbon dioxide
Hydrogen sulphide

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Waste Water Engineering
The screens are fixed

Perpendicular to the direction of flow
Parallel to the direction of flow
At an angle 30° to 60° to the direction of flow
None of these

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Waste Water Engineering
1000 kg of sewage contains

0.112 kg in solution
Both A and C of above
0.112 kg in suspension
0.225 kg in solution

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Waste Water Engineering
The angle subtended by the surface of sewer water with partial flow, at sewer centre is 120°, the depth of sewerage is

20 cm
25 cm
40 cm
50 cm

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