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Waste Water Engineering

Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

O₂
CO₂
CO₂
SO₂

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Waste Water Engineering
For drainage pipes in buildings the test applied before putting them to use, is

Straightness test
All listed here
Water test
Smoke test

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

Over flow rate
Over flow velocity
Surface loading
All of these

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Manning
Chezy
Kutter
Bazin

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Waste Water Engineering
The angle subtended by the surface of sewer water with partial flow, at sewer centre is 120°, the depth of sewerage is

50 cm
20 cm
25 cm
40 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
Manning’s formula
Chezy’s formula
Bazin’s formula

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