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Waste Water Engineering

Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.30 m
2.50 m
2.40 m
2.45 m

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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/2
D/4
D/3
D/1

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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
20% of the design discharge
None of these
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

Kutter
Bazin
Chezy
Manning

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Waste Water Engineering
In very first stage of decomposition of the organic matter in sewage

Nitrites are formed
Carbondioxide is formed
Ammonia is formed
Nitrates are formed

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Waste Water Engineering
Which one of the following part of human body withstands minimum radiation?

Ovaries/testis
Eyes
Thyroid
Kidneys

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