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Waste Water Engineering

Waste Water Engineering
Fresh sewage is generally

Highly decomposed
Acidic
A source of objectionable odour
Alkaline

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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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Waste Water Engineering
‘Cowl’ is provided at

Upper end of the manhole
First step in manhole
Upper end of ventilating column
Lower end of ventilating column

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Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D3/8 = 4 b3/8
D8/3 = 4 b8/3
D2/3 = 4 b2/3
D3/2 = 4 b3/2

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Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

d = 0.2 B
B = 0.2 d
B = 0.5 d
d = 0.5 B

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Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

10000
5000
100
1000

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