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Waste Water Engineering

Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

Sedimentation
Oxidation
Screening
All listed here

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

2000 litres/km/cm
1000 litres/km/cm
500 litres/km/cm
1500 litres/km/cm

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Waste Water Engineering
The grit chambers of sewage treatment plants, are generally cleaned after

7 days
2 days
12 days
14 days

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Waste Water Engineering
The settlement of a particle in sedimentation tank, is affected by

All listed here
Velocity of flow
Viscosity of water
Size and shape of solid

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Waste Water Engineering
If D is the diameter of a circular sewer and D’ is the top horizontal diameter of an equivalent egg shaped section, the relationship which holds good, is

D’ = 0.94 D
D’ = 0.64 D
D’ = 0.74 D
D’ = 0.84 D

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

None of these
A heap
Plateau
Windrow

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