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Waste Water Engineering

Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Egg shaped
Parabolic shaped
Horse shoe shaped
Circular shaped

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Waste Water Engineering
Are available in size Stoneware sewers

10 cm
All of these
15 cm
20 cm

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Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is trebled
Is only provided
Is not enough
Is doubled

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Waste Water Engineering
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.69 m
1.39 m
1.59 m
1.49 m

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Waste Water Engineering
For the COD test of sewage, organic matter is oxidised by K₂Cr₂O₇ in the presence of

HCl
HNO₃
None of these
H₂SO₄

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/4
D/3
D/1
D/2

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MORE MCQ ON Waste Water Engineering

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