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Waste Water Engineering

Waste Water Engineering
The sewage is pumped up

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

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Waste Water Engineering
In a sludge tank, the gas mainly produced, is

Nitrogen
Hydrogen
Oxygen
Carbon dioxide

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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

0.10 cumec
0.12 cumec
0.15 cumec
0.20 cumec

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Waste Water Engineering
The minimum diameter of a sewer is kept

20 cm
25 cm
15 cm
10 cm

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Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

2 to 3 mm
5 to 8 mm
3 to 5 mm
8 to 10 mm

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Waste Water Engineering
Dry water flow in a combined sewer, is

Inclusive of domestic and industrial sewage but excludes storm water
Domestic sewage
Industrial sewage
Storm water

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