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Waste Water Engineering

Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/3
D/4
D/2
D/1

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

All listed here
Large scale infiltration of storm water
Low estimates of the average and maximum flows
Unexpected increase in population

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Waste Water Engineering
If the grit in grit chambers is 4.5 million litres per day, its cleaning is done

Hydraulically
Manually
Mechanically
Electrically

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

Near the inner surface of the pipe
Both A and B
With elliptical cage
Near the outer surface of the pipe

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.011
0.01
0.012
0.013

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Waste Water Engineering
Imhoff cone is used to measure

Total in organic solids
Settleable solids
Total solids
Total organic solids

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