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Waste Water Engineering

Waste Water Engineering
Aerobic activity is maximum

In sewer treatment plants
None of these
In freshly produced sewage
At sewer pipes

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Waste Water Engineering
The most widely used pump for lifting sewage is

Centrifugal pump
Reciprocating pump
Air pressure pump
Pneumatic ejector

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Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1065 mm
1075 mm
1095 mm
1045 mm

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

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

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

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Waste Water Engineering
With self cleansing velocity in sewers

Scouring occurs at bottom
Both silting and scouring occur at bottom
Silting occurs at bottom
Neither silting nor scouring occurs at bottom

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