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Waste Water Engineering

Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

65 to 70%
70 to 75%
0.85
75 to 80%

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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

0.15 cumec
0.20 cumec
0.12 cumec
0.10 cumec

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

3.5 years
4 years
5 years
3 years

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Waste Water Engineering
A rainfall may be classified as acidic if its pH value is less or equal to

6
7
6.5
5

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Waste Water Engineering
Acid regression stage of sludge digestion at a temperature 21°C extends over a period of

30 days
15 days
90 days
60 days

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Waste Water Engineering
In detritus tanks,

Organic and inorganic materials are separated
All listed here
Flow velocity is kept 0.09 m/sec
Detention period is kept 3 to 4 minutes

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