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Waste Water Engineering

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

20
40
100
60

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Waste Water Engineering
The pH value of fresh sewage is usually

Equal to 7
More than 7
Less than 7
Equal to zero

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Waste Water Engineering
Fresh sewage is generally

A source of objectionable odour
Highly decomposed
Alkaline
Acidic

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Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

0.85
70 to 75%
65 to 70%
75 to 80%

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Waste Water Engineering
The reduced levels of the string at the consecutive sight rails A and B are 203.575 m, 203.475 m respectively. If the difference of their R.D.s is 10 m, the gradient of the sewer line is

1 in 503 upward
1 in 100 downward
1 in 500 upward
1 in 100 upward

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Waste Water Engineering
The sewage treatment units in which anaerobic decomposition of organic matter is used, are called

Imhoff tanks
Sludge sedimentation tanks
Trickling filters
None of these

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