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Waste Water Engineering

Waste Water Engineering
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is

10 cm
12 cm
15 cm
18 cm

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

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

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

4 m
3.5 m
3 m
4.5 m

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Waste Water Engineering
R.M.O. expenses include

Maintenance expenses
Running expenses
Operation expenses
All of these

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Waste Water Engineering
The most widely used pump for lifting sewage is

Pneumatic ejector
Reciprocating pump
Air pressure pump
Centrifugal pump

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Waste Water Engineering
In sewers the highest non-scouring velocity is achieved in

Cement concrete sewers
Cast iron sewers
Stone ware sewers
Glazed bricks sewers

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