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WASTE WATER ENGINEERING

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

Circular
Egg shaped
Horse shoe shaped
Rectangular

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Waste Water Engineering
Facultative bacteria survive in

Both cases A and B
The presence of oxygen
The absence of oxygen
Neither A nor B

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

20
40
60
100

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Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

7 m
5 m
6.5 m
5.5 m

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Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1045 mm
1065 mm
1075 mm
1095 mm

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