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Waste Water Engineering

Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 60
1 in 120
None of these
1 in 100

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Waste Water Engineering
The sewage is pumped up

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

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Waste Water Engineering
The sewerage system originates from

Main sewers
Lateral sewers
Branch sewers
House sewers

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Waste Water Engineering
The design period in years for pumping plants, is

5 to 10
2 to 3
1
3 to 5

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Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Parabolic shaped
Standard egg shaped
Horse shoe shaped
Circular shaped

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Waste Water Engineering
1000 kg of sewage contains

0.112 kg in suspension
0.225 kg in solution
Both A and C of above
0.112 kg in solution

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