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Waste Water Engineering

Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

4
3
1.5
2

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Waste Water Engineering
Rate of flow of sewage is generally assumed

More than the rate of water supply
Less than the rate of water supply
Equal to the rate of water supply
At 150 litres per capita

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Manning’s formula
Chezy’s formula
Bazin’s formula
Kutter’s formula

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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

1095 mm
1075 mm
1065 mm
1045 mm

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Average demand
Twice the average demand
Four times the average demand
Thrice the average demand

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Waste Water Engineering
1000 kg of sewage contains

0.225 kg in solution
Both A and C of above
0.112 kg in suspension
0.112 kg in solution

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