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Waste Water Engineering

Waste Water Engineering
The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is

1.76 m
1.36 m
0.88 m
0.68 m

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Waste Water Engineering
The flow velocity in detritus tanks is

1.25 m/sec
None of these
0.09 m/sec
0.05 m/sec

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

Aerobic decomposition
None of these
Parasitic decomposition
Anaerobic decomposition

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Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

2.0 m
4.0 m
1.0 m
3.0 m

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

60 to 80%
40 to 60%
80 to 90%
30 to 40%

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Waste Water Engineering
Oxidation process results in the formation of

Nitrates
All of these
Carbon dioxide
Sulphates

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