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Waste Water Engineering

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

0.012
0.011
0.01
0.013

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Waste Water Engineering
In a trickling filter

Both A and B
Filtration process is used
Biological action is used
Neither A nor B

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Waste Water Engineering
Lead acetate test in sewer manhole is done to test the presence of

Methane gas
Hydrogen sulphide
Carbondioxide gas
Diesel vapours

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

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

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Waste Water Engineering
A nuisance is experienced in diluting water if dilution factor is less than

100
60
20
40

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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

1.075
1.065
1.095
1.085

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