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Waste Water Engineering

Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

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

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Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 15
1 in 5
1 in 20
1 in 10

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Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

d = 0.2 B
d = 0.5 B
B = 0.2 d
B = 0.5 d

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Waste Water Engineering
The factor responsible for purification of sewage in river is

Temperature
Hydrology
All listed here
Dissolved oxygen in water

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Carbonaceous demand
First stage demand
All of these
Initial demand

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Waste Water Engineering
A sewer running partially full and hurried with back filled, fails in compression due to

Weight of the pipe
Superimposed traffic loads
All listed here
Weight of the back fill

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