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Waste Water Engineering

Waste Water Engineering
The sewage treatment in septic tanks is due to

Parasitic decomposition
Anaerobic decomposition
None of these
Aerobic decomposition

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Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

2
0.25
10
5

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

2 to 3
1
3 to 5
5 to 10

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Waste Water Engineering
The first stage of neutral process of sludge digestion, is

Acid fermentation
Acid regression
None of these
Alkaline fermentation

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Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

3 to 5 mm
2 to 3 mm
8 to 10 mm
5 to 8 mm

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Under estimates of maximum and average flows
All of these
Unexpected large scale infiltration of stream water
Unexpected increase in the population

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