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Waste Water Engineering

Waste Water Engineering
The settlement velocity of a solid (diameter 0.5 mm, specific gravity 1.75) in water having temperature 10°C, is

313.5 cm/sec
413.5 cm/sec
213.5 cm/sec
500 cm/sec

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Waste Water Engineering
In sewers the velocity of flow should not be

More than 20 m/sec
Less than 10 m/sec
More than the self-cleansing velocity
Less than the self-cleansing velocity

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Waste Water Engineering
The average temperature of sewage in India, is

20°C
25°C
15°C
10°C

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

25 litres
20 litres
10 litres
15 litres

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

20% of the design discharge
None of these
Slightly less than 5% of the design discharge
Slightly more than 5% of the design discharge

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Manning
Chezy
Kutter
Bazin

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