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Waste Water Engineering

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

Kutter
Chezy
Bazin
Manning

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Waste Water Engineering
The gas which may cause explosion in sewers, is

Carbon monoxide
Methane
Ammonia
Carbondioxide

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Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is not enough
Is trebled
Is doubled
Is only provided

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

A particle to travel along its length
A particle to travel from top surface to bottom sludge zone
None of these
The flow of sewage to fill the tank

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Waste Water Engineering
Pathogens (or pathogenic bacterias) in water may cause

Cholera
Dysentery
All listed here
Typhoid

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Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

d = 0.2 B
d = 0.5 B
B = 0.2 d
B = 0.5 d

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