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Waste Water Engineering

Waste Water Engineering
A well oxidized sewage contains nitrogen mainly as

None of these
Nitrates
Nitrites
Free ammonia

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Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

100 cm
80 cm
50 cm
90 cm

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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

Manning
Chezy
Bazin
Kutter

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

4 hours
6 hours
8 hours
2 hours

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Waste Water Engineering
The factor responsible for purification of sewage in river is

Dissolved oxygen in water
All listed here
Temperature
Hydrology

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Waste Water Engineering
The recommended detention period for grit chambers is

1 minute
2 minutes
3 minutes
5 minutes

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