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Waste Water Engineering

Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 120
1 in 60
1 in 100
None of these

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Waste Water Engineering
Antisyphonage pipe is fitted

With a W.'trap
At the beginning of sewer line
At the end of septic tanks
On manholes

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Waste Water Engineering
pH value of sludge during alkaline regression stage, is

More than 6
More than 7
Less than 7
Less than 6

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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

0.20 cumec
0.15 cumec
0.10 cumec
0.12 cumec

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Combined system
Partially separate system
None of these
Separate system

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

4
1.5
3
2

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