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Waste Water Engineering

Waste Water Engineering
For evaporation and measurement of settable solids, the apparatus used, is

A jar
A breaker
A test tube
An Imhoff cone

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/3
D/2
D/1
D/4

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Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.12 cumec
0.20 cumec
0.15 cumec
0.10 cumec

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Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

100
1000
10000
5000

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Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

Rivers
Lakes
None of these
Seas

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Waste Water Engineering
Design period of 40 to 50 years is adopted for

Branch sewers
Main sewers
Trunk sewers
All listed here

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