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Waste Water Engineering

Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

3.0 m
4.0 m
2.0 m
1.0 m

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Waste Water Engineering
The standard B.O.D. of water is taken for

3 days
1 day
5 days
2 days

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Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

1 metre/sec
0.25 metre/sec
0.5 metre/sec
2 metres/sec

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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

0.10 cumec
0.20 cumec
0.15 cumec
0.12 cumec

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Waste Water Engineering
The first stage of neutral process of sludge digestion, is

Acid regression
Acid fermentation
None of these
Alkaline fermentation

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

Carbonaceous demand
First stage demand
All of these
Initial demand

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