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Waste Water Engineering

Waste Water Engineering
The sewage treatment in septic tanks is due to

Anaerobic decomposition
Aerobic decomposition
None of these
Parasitic decomposition

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Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Circular shaped
Parabolic shaped
Standard egg shaped
Horse shoe shaped

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

With elliptical cage
Both A and B
Near the inner surface of the pipe
Near the outer surface of the pipe

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Waste Water Engineering
The reduced levels of the string at the consecutive sight rails A and B are 203.575 m, 203.475 m respectively. If the difference of their R.D.s is 10 m, the gradient of the sewer line is

1 in 100 downward
1 in 100 upward
1 in 500 upward
1 in 503 upward

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

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Waste Water Engineering
If D.O. concentration falls down to zero in any natural drainage, it indicates the zone of

Recovery
Active decomposition
Degradation
Cleaner water

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