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Waste Water Engineering

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
Chezy
Bazin
Manning

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Waste Water Engineering
A manhole is classified as shallow if its depth is between

0.5 to 0.7 m
0.4 to 0.5 m
0.7 to 0.9 m
0.9 to 1.20 m

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Initial demand
All of these
First stage demand
Carbonaceous demand

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Waste Water Engineering
If a paper moistened with lead acetate for five minutes when placed in manhole turns black. The sewer certainly contains

Methane
Oxygen
Carbon dioxide
Hydrogen sulphide

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Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Horse shoe shaped
Parabolic shaped
Egg shaped
Circular shaped

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

None of these
200 ppm
250 ppm
225 ppm

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