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Waste Water Engineering

Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

2.0 m
3.0 m
1.0 m
4.0 m

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Waste Water Engineering
The most widely used pump for lifting sewage is

Air pressure pump
Centrifugal pump
Reciprocating pump
Pneumatic ejector

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

Overflow velocity
Surface loading
All of these
Overflow rate

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Waste Water Engineering
In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

2.25
2.65
2.55
2.5

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

House sewer
Main sewer
Outfall sewer
Branch sewer

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Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

100 ppm
200 ppm
150 ppm
50 ppm

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