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Waste Water Engineering

Waste Water Engineering
For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by

Kinchling
Frubling
All listed here
Lloyd Davis

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Waste Water Engineering
Chlorination of water is done for the removal of

Bacterias
Suspended solids
Hardness
Sediments

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

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

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Ferric chloride
Ferric sulphate
Chlorinated coppers
Alum

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Waste Water Engineering
The arrangement made for passing the sewer line below an obstruction below the hydraulic gradient lines called

Inverted syphon
all of these
Depressed sewer
Sag pipe

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Waste Water Engineering
The water carried sewerage system removes

All listed here
Domestic sewage
Storm sewage
Industrial sewage

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