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Waste Water Engineering

Waste Water Engineering
No treatment of the sewage is given if dilution factor is

More than 500
Between 200 to 300
Less than 150
Between 150 to 200

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Waste Water Engineering
The settlement of a particle in sedimentation tank, is affected by

All listed here
Viscosity of water
Size and shape of solid
Velocity of flow

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

None of these
Reciprocating pump
Pneumatic ejector
Centrifugal pump

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Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

120 cm
100 cm
160 cm
140 cm

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Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

4.0 m
3.0 m
2.0 m
1.0 m

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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/3
D/2

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