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Waste Water Engineering

Waste Water Engineering
Water content of sewage is about

0.99
0.9
0.95
0.999

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Waste Water Engineering
R.M.O. expenses include

All of these
Operation expenses
Maintenance expenses
Running expenses

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

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

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

Pneumatic ejector
Reciprocating pump
Centrifugal pump
None of these

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.75 m/sec
0.70 m/sec
0.50 m/sec
0.60 m/sec

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Chezy’s formula
Manning’s formula
Kutter’s formula
Bazin’s formula

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