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Waste Water Engineering

Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

80 cm
90 cm
50 cm
100 cm

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Waste Water Engineering
The formula V = (1/n) r2/3

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

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Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Shredder
Neither A nor B
Comminutor
Both A and B

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Waste Water Engineering
The grit chambers of sewage treatment plants, are generally cleaned after

7 days
12 days
14 days
2 days

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Waste Water Engineering
Sewer ventilating columns are generally placed at

All listed here
Every change in the size of sewers
Distances 150 m to 300 m
Upper ends of branch sewers

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

Aerobic bacteria
None of these
Anaerobic bacteria
Both types of bacterias

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