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Waste Water Engineering

Waste Water Engineering
The sewer that unloads the sewage at the point of treatment is called

Outfall sewer
Branch sewer
Main sewer
House sewer

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 150 to 200
Less than 150
More than 500
Between 200 to 300

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Waste Water Engineering
The gas evolved in sewers is

Methane
All of these
Hydrogen sulphide
Carbondioxide

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

None of these
Anaerobic bacteria
Aerobic bacteria
Both types of bacterias

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Waste Water Engineering
A sewer running partially full and hurried with back filled, fails in compression due to

Weight of the back fill
Weight of the pipe
Superimposed traffic loads
All listed here

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

1 hour
30 minutes
1 hour and 30 minutes
2 hours

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