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Waste Water Engineering

Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

Main sewer
Out-fall sewer
House sewer
Branch sewer

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Waste Water Engineering
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Three fourth full
Full depth
Half full
Two third full

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

Centrifugal pump
None of these
Pneumatic ejector
Reciprocating pump

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

Carbon monoxide
Ammonia
Carbondioxide
Methane

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Unexpected increase in the population
Unexpected large scale infiltration of stream water
Under estimates of maximum and average flows
All of these

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Waste Water Engineering
In detritus tanks,

All listed here
Detention period is kept 3 to 4 minutes
Flow velocity is kept 0.09 m/sec
Organic and inorganic materials are separated

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