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Waste Water Engineering

Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

50 cm
90 cm
80 cm
100 cm

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

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

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Waste Water Engineering
The screens are fixed

None of these
Parallel to the direction of flow
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 sewage treatment in septic tanks is due to

Aerobic decomposition
Anaerobic decomposition
None of these
Parasitic decomposition

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Waste Water Engineering
The reduced levels of the string at the consecutive sight rails A and B are 203.575 m, 203.475 m respectively. If the difference of their R.D.s is 10 m, the gradient of the sewer line is

1 in 100 upward
1 in 503 upward
1 in 500 upward
1 in 100 downward

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Sand and girt
Oil and grease
Floating materials
Large suspended organic solids

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