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Waste Water Engineering

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

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

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/4
D/1
D/3
D/2

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Waste Water Engineering
In SI units the power of sound is represented in

Joules
Kgs
Newtons
Watts

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Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D2/3 = 4 b2/3
D8/3 = 4 b8/3
D3/8 = 4 b3/8
D3/2 = 4 b3/2

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

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

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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

1075 mm
1065 mm
1045 mm
1095 mm

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