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Waste Water Engineering

Waste Water Engineering
A nuisance is experienced in diluting water if dilution factor is less than

20
60
100
40

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Waste Water Engineering
Aerobic activity is maximum

In freshly produced sewage
In sewer treatment plants
At sewer pipes
None of these

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Waste Water Engineering
The sewer which received discharge from two or more main sewers, is known as

An outfall sewer
An intercepting sewer
A trunk sewer
A main sewer

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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

100 cm
140 cm
120 cm
160 cm

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Waste Water Engineering
The suitable cross-section of sewers to carry combined flow, is

Egg shaped
Rectangular
Circular
Horse shoe shaped

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Waste Water Engineering
The most efficient cross-section of sewers in a combined sewerage system is

Circular
New egged
Rectangular
Parabolic

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