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Waste Water Engineering

Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Parabolic
New egged
Rectangular
Circular

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Waste Water Engineering
The amount of oxygen consumed by the aerobic bacterias which cause the aerobic biological decomposition of sewage, is known

Chemical Oxygen Demand (C.O.D.)
Bio-Chemical Oxygen Demand (B.O.D.)
None of these
Dissolved Oxygen (D.O.)

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Waste Water Engineering
In sewers the effect of scouring is more on

Bottom side
Top side
Horizontal side
All sides

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Waste Water Engineering
The recommended detention period for grit chambers is

1 minute
3 minutes
5 minutes
2 minutes

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Waste Water Engineering
The formula V = (1/n) r2/3

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

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Waste Water Engineering
A circular sewer section is preferred to because

It is cheaper in construction
It provides maximum hydraulic mean depth
It provides maximum area for a given perimeter
All listed here

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