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Waste Water Engineering

Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

3.5 to 4.5 m/sec
4.5 to 5.5 m/sec
2.5 to 3.0 m/sec
3.0 to 4.0 m/sec

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Waste Water Engineering
Disposal to sewage in large cities, is done in

Dilution
Oxidation
Irrigation
Purification

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

15 litres
20 litres
10 litres
25 litres

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Waste Water Engineering
At the junction of sewers

Top of smaller sewer is kept lower
Top of larger sewer is kept lower
None of these
Tops of both the sewers are at the same level

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Waste Water Engineering
The formula V = (1/n) r2/3

Chezy’s formula
Kutter’s formula
Bazin’s formula
Manning’s formula

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Waste Water Engineering
For large sewers, maximum distance between manholes may be

300 m
50 m
100 m
200 m

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