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Waste Water Engineering

Waste Water Engineering
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

1 in 60
None of these
1 in 100
1 in 120

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Waste Water Engineering
The gradient of sewers depends upon

Velocity of flow
Discharge
Diameter of the sewer
All listed here

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Waste Water Engineering
The formula V = (1/n) r2/3

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

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Twice the average demand
Average demand
Four times the average demand
Thrice the average demand

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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
House connections to the laterals is generally made by

R.C.C.
P.C.C.
Cast iron
Glazed stonewares

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