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Waste Water Engineering

Waste Water Engineering
The standard B.O.D. of water is taken for

1 day
2 days
5 days
3 days

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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/2
D/3

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Waste Water Engineering
For large sewers, maximum distance between manholes may be

300 m
100 m
50 m
200 m

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Neither A. nor B.
Lined with stones
With beds of rocks and gravels
Both A. and B.

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Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

0.5 to 1.0 kg
5 kg to 7.5 kg
7.5 kg to 10 kg
1 kg to 2.0 kg

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

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

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