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Waste Water Engineering

Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Sanitary sewage
Industrial waste
Storm sewage
None of these

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Waste Water Engineering
A circular sewer section is preferred to because

It provides maximum area for a given perimeter
It is cheaper in construction
All listed here
It provides maximum hydraulic mean depth

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.011
0.013
0.012
0.01

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Waste Water Engineering
The minimum diameter of a sewer is kept

15 cm
10 cm
20 cm
25 cm

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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
0.15 cumec
0.12 cumec
0.10 cumec

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Waste Water Engineering
In sewers the effect of scouring is more on

All sides
Top side
Horizontal side
Bottom side

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