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Waste Water Engineering

Waste Water Engineering
The underground sewers are more subjected to

Bending force
Compressive force
Shearing force
Tensile force

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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
For a continuous flow type of sedimentation tanks

Width of the tank is normally kept about 6 m
All listed here
Maximum horizontal flow velocity is limited to 0.3 m/minute
Length of the tank is normally kept 4 to 5 times the width

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Waste Water Engineering
The gas which may cause explosion in sewers, is

Methane
Carbondioxide
Carbon monoxide
Ammonia

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Waste Water Engineering
Aerobic bacterias

Flourish in the presence of free oxygen
Oxidise organic matter in sewage
Consume organic matter as their food
All of these

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Waste Water Engineering
Pick up the incorrect size of stone ware sewers

None of these
82.5 cm
67.5 cm
52.5 cm

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MORE MCQ ON Waste Water Engineering

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