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Waste Water Engineering

Waste Water Engineering
Inter-distance between ventilation columns in a sewer line is kept

100 m to 150 m
50 m to 100 m
25 to 50 m
150 m to 300 m

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Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 15
1 in 5
1 in 10
1 in 20

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Waste Water Engineering
In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

2.5
2.55
2.25
2.65

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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
Egg shaped
Circular shaped
Parabolic shaped

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Waste Water Engineering
In normal conditions, the period for sludge digestion, is

10 days
60 days
20 days
30 days

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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/3
D/4
D/1

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