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Waste Water Engineering

Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/1
D/2
D/4
D/3

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Waste Water Engineering
The first stage of neutral process of sludge digestion, is

Acid regression
Alkaline fermentation
None of these
Acid fermentation

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Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

Lakes
Rivers
None of these
Seas

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Waste Water Engineering
For non-scouring velocity 5 m/sec, the type of sewers generally preferred to, is

Stone ware sewers
Cement concrete sewers
Glazed bricks sewers
Cast iron sewers

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

1.5
3
2
4

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Storm sewage
None of these
Industrial waste
Sanitary sewage

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