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Waste Water Engineering

Waste Water Engineering
The design period in years for pumping plants, is

5 to 10
3 to 5
2 to 3
1

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

1 in 60
1 in 120
1 in 100
None of these

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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/4
D/1
D/3
D/2

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Waste Water Engineering
Pathogens (or pathogenic bacterias) in water may cause

Cholera
All listed here
Typhoid
Dysentery

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Waste Water Engineering
With self cleansing velocity in sewers

Scouring occurs at bottom
Neither silting nor scouring occurs at bottom
Both silting and scouring occur at bottom
Silting occurs at bottom

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Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

B = 0.2 d
d = 0.5 B
B = 0.5 d
d = 0.2 B

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