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Waste Water Engineering

Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of New Egg shaped sewer section, is

1.350 D
1.625 D
1.425 D
1.250 D

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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

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

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Waste Water Engineering
In case of Imhoff tanks,

The velocity of flow is restricted to 0.30 m/minute
The shape is rectangular
Detention period is 2 hours
All of these

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Waste Water Engineering
In a grit chamber of a sewage treatment plant,

All of these
One minute of detention period is kept
Depth of 0.9 m to 1.20 m is kept
Flow velocity 0.15 m to 0.3 m/sec is kept

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

None of these
Anaerobic decomposition
Aerobic decomposition
Parasitic decomposition

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Waste Water Engineering
As compared to fresh river water, sea water contains oxygen

20% less
10% more
10% less
20% more

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