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Waste Water Engineering

Waste Water Engineering
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is

15 cm
12 cm
10 cm
18 cm

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

Manually
Hydraulically
Mechanically
Electrically

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Waste Water Engineering
A rainfall may be classified as acidic if its pH value is less or equal to

6
7
5
6.5

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

3.5 m
4 m
4.5 m
3 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/1
D/3

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Waste Water Engineering
The suitable cross-section of sewers to carry combined flow, is

Egg shaped
Horse shoe shaped
Rectangular
Circular

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