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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
pH value of sludge during alkaline regression stage, is

More than 6
Less than 6
More than 7
Less than 7

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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 120
1 in 60
1 in 100
None of these

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Waste Water Engineering
The sewer that unloads the sewage at the point of treatment is called

Outfall sewer
House sewer
Main sewer
Branch sewer

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Waste Water Engineering
If q is the average sewage flow from a city of population P, the maximum sewage flow

Q = [(18 + )/(4 + )] q
Q = [(18 + P)/(4 + )] q
Q = [(4 + )/(18 + )] q
Q = [(5 + )/((15 + )] q

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Waste Water Engineering
The standard B.O.D. of water is taken for

3 days
1 day
5 days
2 days

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