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Waste Water Engineering

Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is doubled
Is trebled
Is only provided
Is not enough

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

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

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Waste Water Engineering
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

20 mm
50 mm
40 mm
30 mm

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

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

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Waste Water Engineering
Rate of flow of sewage is generally assumed

More than the rate of water supply
Less than the rate of water supply
At 150 litres per capita
Equal to the rate of water supply

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Waste Water Engineering
Water content of sewage is about

0.95
0.99
0.999
0.9

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