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Waste Water Engineering

Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

2.5 to 3.0 m/sec
4.5 to 5.5 m/sec
3.0 to 4.0 m/sec
3.5 to 4.5 m/sec

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/1
D/4
D/2
D/3

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Waste Water Engineering
The non-clog pump which permits solid matter to pass out with the liquid sewage, is

Centrifugal pump
Pneumatic ejector
None of these
Reciprocating pump

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Waste Water Engineering
Dry water flow in a combined sewer, is

Inclusive of domestic and industrial sewage but excludes storm water
Industrial sewage
Storm water
Domestic sewage

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2.5
2
3

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Waste Water Engineering
The minimum diameter of a sewer is kept

15 cm
10 cm
25 cm
20 cm

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