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Waste Water Engineering

Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

Main sewer
Branch sewer
House sewer
Out-fall sewer

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Waste Water Engineering
If D is the diameter of a circular sewer and D’ is the top horizontal diameter of an equivalent egg shaped section, the relationship which holds good, is

D’ = 0.74 D
D’ = 0.94 D
D’ = 0.64 D
D’ = 0.84 D

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

Pneumatic ejector
None of these
Centrifugal pump
Reciprocating pump

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

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

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Waste Water Engineering
For sewers, inverted siphon is provided for

One pipe
Three pipes
Four pipes
Two pipes

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 3H3p/2 Z5
pt = 2H3p/3 Z5
pt = 3H3p/2 Z5
pt = 2H3p/3 Z5

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