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Waste Water Engineering

Waste Water Engineering
The asbestos cement pipes are generally laid

Vertically
Horizontally
At an angle of 60°
At an angle of 30°

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Waste Water Engineering
In sewers the velocity of flow should not be

More than the self-cleansing velocity
More than 20 m/sec
Less than 10 m/sec
Less than the self-cleansing velocity

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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

6 hours
8 hours
2 hours
4 hours

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Waste Water Engineering
In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

2.65
2.25
2.55
2.5

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Waste Water Engineering
In detritus tanks,

All listed here
Organic and inorganic materials are separated
Detention period is kept 3 to 4 minutes
Flow velocity is kept 0.09 m/sec

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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
2.50 m
2.40 m
2.45 m

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