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Waste Water Engineering

Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

Surface loading
All of these
Overflow rate
Overflow velocity

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Waste Water Engineering
Facultative bacteria survive in

The presence of oxygen
Neither A nor B
Both cases A and B
The absence of oxygen

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

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

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Waste Water Engineering
The sewer that unloads the sewage at the point of treatment is called

Outfall sewer
Branch sewer
Main sewer
House sewer

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Waste Water Engineering
Imhoff cone is used to determine

Settleable solids
Dissolved solids
None of these
Suspended solids

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Waste Water Engineering
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is

12 cm
18 cm
15 cm
10 cm

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