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Waste Water Engineering

Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 200 to 300
Less than 150
Between 150 to 200
More than 500

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Waste Water Engineering
Sewer pipes need be checked for

Minimum flow
None of these
Maximum flow
Both A and B

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Waste Water Engineering
Dry weather flow is:

Water supply allowance per capita
Average annual rate of flow
Average monthly rate of flow
Average daily rate of flow

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Waste Water Engineering
In sewers the highest non-scouring velocity is achieved in

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

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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/4
D/2
D/1
D/3

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Waste Water Engineering
In a sludge tank, the gas mainly produced, is

Oxygen
Nitrogen
Carbon dioxide
Hydrogen

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