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Waste Water Engineering

Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Neither A nor B
Both A and B
Concreting
Raising low lying areas by dumping

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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

8 hours
4 hours
6 hours
2 hours

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Waste Water Engineering
5 days-biochemical oxygen demand (BOD5) is taken at a temperature of

0°C
25°C
20°C
15°C

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Waste Water Engineering
The temperature affects the

Solubility of gases in sewage
Biological activity of bacteria in sewage
Viscosity of sewage
All of these

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

3.5 m
4 m
4.5 m
3 m

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Waste Water Engineering
In sewers designed with self cleansing velocity,

The bottom is silted
Neither silting nor scouring occurs at the bottom
The bottom is scoured
Both silting and scouring occur at the bottom

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