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Waste Water Engineering

Waste Water Engineering
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided

15 cm c/c
30 cm c/c
22.5 cm c/c
50 cm c/c

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

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

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Waste Water Engineering
The screens are fixed

None of these
At an angle 30° to 60° to the direction of flow
Perpendicular to the direction of flow
Parallel to the direction of flow

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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/3
D/1
D/4
D/2

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Waste Water Engineering
The sewer which collects the discharge from a collecting system and delivers it to a treatment plant, is known

Sewer outfall
Lateral sewer
Branch sewer
House sewer

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of New Egg shaped sewer section, is

1.250 D
1.625 D
1.350 D
1.425 D

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