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Waste Water Engineering

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

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

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Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.50 m
2.45 m
2.30 m
2.40 m

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Waste Water Engineering
The laying of sewers is done with

Level
Clinometer
Theodolite
Magnetic compass

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Waste Water Engineering
The sewer that unloads the sewage at the point of treatment is called

Branch sewer
Main sewer
House sewer
Outfall sewer

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Waste Water Engineering
The small sewers are cleaned by

None of these
Wooden pills
Flushing
Cane rodding

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

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

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