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Waste Water Engineering

Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Carbonaceous demand
First stage demand
All of these
Initial demand

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Waste Water Engineering
In a grit chamber of a sewage treatment plant,

Flow velocity 0.15 m to 0.3 m/sec is kept
Depth of 0.9 m to 1.20 m is kept
One minute of detention period is kept
All of these

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

Circular shaped
Egg shaped
Horse shoe shaped
Parabolic shaped

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Waste Water Engineering
Chlorination of water is done for the removal of

Bacterias
Sediments
Hardness
Suspended solids

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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 doubled
Is not enough
Is only provided
Is trebled

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Waste Water Engineering
The disintegrating pump in which solid matter is broken up before passing out, is

Pneumatic ejector
None of these
Centrifugal pump
Reciprocating pump

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