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Waste Water Engineering

Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Parabolic
Circular
New egged
Rectangular

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Waste Water Engineering
depends upon The Chezy’s constant C in the formula V = C

Roughness of sewer surface
Size of the sewer
All listed here
Shape of the sewer

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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
1000
5000
100

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

15 litres
25 litres
10 litres
20 litres

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

Is not enough
Is doubled
Is trebled
Is only provided

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Waste Water Engineering
The small sewers are cleaned by

Cane rodding
Flushing
None of these
Wooden pills

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