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Waste Water Engineering

Waste Water Engineering
The drop man holes are generally provided in sewers for

Cities in plains
Hilly town ships
Industrial areas
Large town ships

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Waste Water Engineering
Sewer ventilating columns are generally placed at

All listed here
Distances 150 m to 300 m
Upper ends of branch sewers
Every change in the size of sewers

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Manning’s formula
Chezy’s formula
Kutter’s formula
Bazin’s formula

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

Slightly less than 5% of the design discharge
20% of the design discharge
Slightly more than 5% of the design discharge
None of these

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Waste Water Engineering
The dimensions of a rectangular settling tank are: length 24 m, width 6 m and depth 3 m. If 2 hour detention period for tanks is recommended, the rate of flow of sewage per hour, is

208 cu.m
204 cu.m
216 cu.m
212 cu.m

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

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

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