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Waste Water Engineering

Waste Water Engineering
The minimum diameter of sewer to be adopted is

12.5 cm
25 cm
15 cm
10 cm

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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

90 cm
50 cm
80 cm
100 cm

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Waste Water Engineering
House connections to the laterals is generally made by

P.C.C.
R.C.C.
Glazed stonewares
Cast iron

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Waste Water Engineering
If D.O. concentration falls down to zero in any natural drainage, it indicates the zone of

Degradation
Active decomposition
Cleaner water
Recovery

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.60 m/sec
0.70 m/sec
0.75 m/sec
0.50 m/sec

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Waste Water Engineering
At the junction of sewers

Top of larger sewer is kept lower
None of these
Top of smaller sewer is kept lower
Tops of both the sewers are at the same level

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