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Waste Water Engineering

Waste Water Engineering
Aerobic activity is maximum

In sewer treatment plants
In freshly produced sewage
None of these
At sewer pipes

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Waste Water Engineering
For house drainage minimum gradient is

1 in 10
1 in 400
1 in 80
1 in 60

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Waste Water Engineering
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Two third full
Full depth
Three fourth full
Half full

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Waste Water Engineering
Imhoff cone is used to measure

Total solids
Total organic solids
Settleable solids
Total in organic solids

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Waste Water Engineering
Dry weather flow is:

Average monthly rate of flow
Average daily rate of flow
Average annual rate of flow
Water supply allowance per capita

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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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