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Waste Water Engineering

Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

0.85
65 to 70%
70 to 75%
75 to 80%

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Waste Water Engineering
In sewers the effect of scouring is more on

Bottom side
All sides
Horizontal side
Top side

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Waste Water Engineering
The disintegrating pump in which solid matter is broken up before passing out, is

Centrifugal pump
Reciprocating pump
Pneumatic ejector
None of these

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Waste Water Engineering
For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by

All listed here
Frubling
Kinchling
Lloyd Davis

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Waste Water Engineering
The intensity of rain is expressed in

None of these
cm/hour
cm/day
cm/minute

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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

Kutter
Chezy
Manning
Bazin

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