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Waste Water Engineering

Waste Water Engineering
The small sewers are cleaned by

Cane rodding
Flushing
Wooden pills
None of these

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Waste Water Engineering
Facultative bacteria survive in

The absence of oxygen
Neither A nor B
Both cases A and B
The presence of oxygen

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

2
1.5
4
3

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Waste Water Engineering
In a sedimentation tank (length L, width B, depth D) the settling velocity of a particle for a discharge Q, is

Q/L
Q/(L × D)
Q/(B × D)
Q/(B × L)

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Waste Water Engineering
Dry water flow in a combined sewer, is

Domestic sewage
Industrial sewage
Storm water
Inclusive of domestic and industrial sewage but excludes storm water

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.75 m/sec
0.60 m/sec
0.70 m/sec
0.50 m/sec

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