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Waste Water Engineering

Waste Water Engineering
The sewage is pumped up

From low lying areas
From basements
All listed here
From flat areas

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

3 m
4 m
3.5 m
4.5 m

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Waste Water Engineering
In case of Imhoff tanks,

The velocity of flow is restricted to 0.30 m/minute
Detention period is 2 hours
All of these
The shape is rectangular

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Waste Water Engineering
The screens are fixed

Parallel to the direction of flow
None of these
Perpendicular to the direction of flow
At an angle 30° to 60° to the direction of flow

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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

0.15 cumec
0.12 cumec
0.10 cumec
0.20 cumec

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Waste Water Engineering
If the grit in grit chambers is 4.5 million litres per day, its cleaning is done

Manually
Hydraulically
Mechanically
Electrically

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