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Waste Water Engineering

Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

100
1000
5000
10000

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Waste Water Engineering
The gradient of sewers depends upon

All listed here
Diameter of the sewer
Velocity of flow
Discharge

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Waste Water Engineering
The disintegrating pump in which solid matter is broken up before passing out, is

Pneumatic ejector
Reciprocating pump
None of these
Centrifugal pump

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Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

1.0 m
4.0 m
2.0 m
3.0 m

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Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.20 cumec
0.10 cumec
0.12 cumec
0.15 cumec

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

5 ppm
4 ppm
10 ppm
3 ppm

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