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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 only provided
Is trebled
Is doubled

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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

0.0556 cumec
0.05554 cumec
0.05552 cumec
0.05556 cumec

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Waste Water Engineering
In normal conditions, the period for sludge digestion, is

10 days
30 days
20 days
60 days

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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

2.40 m
2.45 m
2.50 m
2.30 m

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Waste Water Engineering
Pathogens (or pathogenic bacterias) in water may cause

Typhoid
Cholera
Dysentery
All listed here

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Waste Water Engineering
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.49 m
1.39 m
1.69 m
1.59 m

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