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Waste Water Engineering

Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

B = 0.2 d
d = 0.2 B
B = 0.5 d
d = 0.5 B

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Alum
Chlorinated coppers
Ferric chloride
Ferric sulphate

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Waste Water Engineering
A well oxidized sewage contains nitrogen mainly as

None of these
Free ammonia
Nitrites
Nitrates

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Waste Water Engineering
For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

Should be sunk by 50 cm
Need not be sunk
Should be sunk by 20 cm
Should be kept 20 cm above the adjacent portion

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Waste Water Engineering
The factor responsible for purification of sewage in river is

Temperature
All listed here
Dissolved oxygen in water
Hydrology

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Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43834
43833
43894
43832

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