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Waste Water Engineering

Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.011
0.01
0.012
0.013

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

30 to 40%
40 to 60%
60 to 80%
80 to 90%

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Waste Water Engineering
Oxidation process results in the formation of

All of these
Sulphates
Carbon dioxide
Nitrates

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

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

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Waste Water Engineering
The angle subtended by the surface of sewer water with partial flow, at sewer centre is 120°, the depth of sewerage is

20 cm
40 cm
50 cm
25 cm

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Raising low lying areas by dumping
Both A and B
Concreting
Neither A nor B

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