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Waste Water Engineering

Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is not enough
Is trebled
Is doubled
Is only provided

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

4
1.5
2
3

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Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.50 m
2.45 m
2.30 m
2.40 m

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.05556 cumec
0.05554 cumec
0.05552 cumec
0.0556 cumec

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

Branch sewer
Main sewer
House sewer
Outfall sewer

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Waste Water Engineering
Kjeldahl nitrogen is a mixture of

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

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