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Waste Water Engineering

Waste Water Engineering
The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

Bazin
Crimp and Bruges
William-Hazen
Kutter

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

all of these
Sag pipe
Depressed sewer
Inverted syphon

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

Overflow velocity
Surface loading
All of these
Overflow rate

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Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

160 cm
140 cm
100 cm
120 cm

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Waste Water Engineering
A well oxidized sewage contains nitrogen mainly as

Nitrites
Free ammonia
Nitrates
None of these

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Waste Water Engineering
In a residential colony, sewers of diameters 100 mm, 150 mm and 225 mm were laid with a gradient 1 in 120. Which portion of the sewage system does not choke in due course of time?

All of these
150 mm dia
225 mm dia
100 mm dia

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