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Waste Water Engineering

Waste Water Engineering
The sewage treatment in septic tanks is due to

Parasitic decomposition
Aerobic decomposition
None of these
Anaerobic decomposition

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Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

CO₂
SO₂
O₂
CO₂

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

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

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Waste Water Engineering
Antisyphonage pipe is fitted

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

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Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.45
0.5
0.6
0.55

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