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Waste Water Engineering

Waste Water Engineering
The underground sewers are more subjected to

Compressive force
Tensile force
Shearing force
Bending force

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Waste Water Engineering
During preliminary treatment of a sewage

Oil and grease are removed from skimming tanks
Floating materials are removed by screening
Girt and sand are removed by girt chambers
All listed here

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Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.085
1.065
1.095
1.075

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

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

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Waste Water Engineering
The minimum diameter of a sewer is kept

20 cm
15 cm
25 cm
10 cm

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Under estimates of maximum and average flows
Unexpected large scale infiltration of stream water
All of these
Unexpected increase in the population

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