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Waste Water Engineering

Waste Water Engineering
The intensity of rain is expressed in

None of these
cm/hour
cm/day
cm/minute

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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/3
D/4
D/2
D/1

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Waste Water Engineering
The detention period for plain sedimentation water tanks, is usually

24 to 36 hours
8 to 16 hours
4 to 8 hours
16 to 24 hours

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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
Kutter’s formula
Manning’s formula

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Waste Water Engineering
A well oxidized sewage contains nitrogen mainly as

Nitrites
Free ammonia
Nitrates
None of these

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Chezy
Kutter
Manning
Bazin

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