An ideal settling basin has a plan area of 100 m2. If a flow of 2400 m3/day has passed through the basin, then for removing the discrete particle completely from the basin, the terminal settling velocity is, nearly
A
1 m/hour
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B
0.1 m/hour
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C
0.5 m/hour
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D
0.05 m/hour
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Solution
The correct option is A 1 m/hour Vo=QA=2400100m/day