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Waste Water Engineering

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

Screening
Oxidation
Sedimentation
All listed here

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Manning
Bazin
Kutter
Chezy

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Waste Water Engineering
The sewer which received discharge from two or more main sewers, is known as

A trunk sewer
A main sewer
An intercepting sewer
An outfall sewer

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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

5
0.25
10
2

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Waste Water Engineering
Which of the following pumps in used to pump sewage solids with liquid sewage without clogging the pump is?

Centrifugal pump
None of these
Reciprocating pump
Pneumatic ejector

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Waste Water Engineering
If the depletion of oxygen is found to be 2.5 mg/litre after incubating 2.5 ml of sewage diluted to 250 ml for 5 days at 20°C, B.O.D. of the sewage is

50 mg/l
100 mg/l
150 mg/l
250 mg/l

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