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Waste Water Engineering

Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Carbonaceous demand
Initial demand
All of these
First stage demand

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Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

House sewer
Out-fall sewer
Main sewer
Branch sewer

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Waste Water Engineering
A nuisance is experienced in diluting water if dilution factor is less than

100
60
40
20

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Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

SO₂
CO₂
O₂
CO₂

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Waste Water Engineering
Clogging of sewers, is caused due to

All of these
Greasy and oily matters
Low discharge
Silting

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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
0.10 cumec
0.15 cumec
0.20 cumec

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