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Waste Water Engineering

Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Horse shoe shaped
Circular shaped
Parabolic shaped
Standard egg shaped

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Waste Water Engineering
For the survival of fish in a river stream, the minimum dissolved oxygen is prescribed

3 ppm
5 ppm
10 ppm
4 ppm

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Neither A. nor B.
With beds of rocks and gravels
Both A. and B.
Lined with stones

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Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

5 m
5.5 m
6.5 m
7 m

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

All of these
Over flow velocity
Surface loading
Over flow rate

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2.5
3
2

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