A town has an existing horizontal sedimentation flow tank with an overflow rate of 17 m³/day/m², and it is desirable to remove particles that have settling velocity of 0.1 mm/sec. Assuming the tank is an ideal sedimentation tank, the percentage of particles removal is approximately equal to

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Improvement And Ground Modification
Section: Chapter Questions
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A town has an existing horizontal
sedimentation
flow
tank with an overflow rate of
17 m³/day/m², and it is desirable to remove
particles that have settling velocity of 0.1 mm/sec.
Assuming the tank is an ideal sedimentation tank,
the percentage of particles removal is
approximately equal to
Transcribed Image Text:A town has an existing horizontal sedimentation flow tank with an overflow rate of 17 m³/day/m², and it is desirable to remove particles that have settling velocity of 0.1 mm/sec. Assuming the tank is an ideal sedimentation tank, the percentage of particles removal is approximately equal to
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