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Waste Water Engineering

Waste Water Engineering
For house drainage minimum gradient is

1 in 10
1 in 60
1 in 400
1 in 80

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Waste Water Engineering
The flow velocity in detritus tanks is

0.05 m/sec
1.25 m/sec
0.09 m/sec
None of these

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Waste Water Engineering
The rate of accumulation of sludge per person per year, is

10 litres
25 litres
15 litres
20 litres

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Waste Water Engineering
The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

William-Hazen
Bazin
Kutter
Crimp and Bruges

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Waste Water Engineering
A rainfall may be classified as acidic if its pH value is less or equal to

7
6
6.5
5

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Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43834
43832
43894
43833

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