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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.065
1.085
1.095
1.075

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Waste Water Engineering
Kjeldahl nitrogen is a mixture of

Organic nitrogen and ammonia
Ammonia and nitrogen
All listed here
Nitrogen and organic nitrogen

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.15 D
1.5 D
1.75 D
1.25 D

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Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

Oxidation
All listed here
Sedimentation
Screening

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Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.10 cumec
0.12 cumec
0.15 cumec
0.20 cumec

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

None of these
The flow of sewage to fill the tank
A particle to travel from top surface to bottom sludge zone
A particle to travel along its length

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