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Waste Water Engineering

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

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

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

Oxidation
Sedimentation
All listed here
Screening

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Waste Water Engineering
If the pH value of sewage is 7

None of these
It is alkaline
It is acidic
It is neutral

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Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

100 ppm
50 ppm
150 ppm
200 ppm

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Waste Water Engineering
In sewers the velocity of flow should not be

Less than 10 m/sec
More than the self-cleansing velocity
More than 20 m/sec
Less than the self-cleansing velocity

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Waste Water Engineering
The most efficient cross-section of sewers in a combined sewerage system is

Circular
Rectangular
Parabolic
New egged

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