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Waste Water Engineering

Waste Water Engineering
The pH value of fresh sewage is usually

Equal to zero
Equal to 7
Less than 7
More than 7

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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/1
D/3
D/2

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Waste Water Engineering
The sewage is pumped up

All listed here
From low lying areas
From basements
From flat areas

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Waste Water Engineering
Acid regression stage of sludge digestion at a temperature 21°C extends over a period of

30 days
90 days
60 days
15 days

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Waste Water Engineering
With self cleansing velocity in sewers

Both silting and scouring occur at bottom
Neither silting nor scouring occurs at bottom
Scouring occurs at bottom
Silting occurs at bottom

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Aerobic decomposition
Parasitic decomposition
None of these
Anaerobic decomposition

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