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A sedimentation tank is to treat a water flow of 85,000 m3/d having a kinematic viscosity of 9.5 x 10-7 m2 /s. It is required to remove all particles larger than 0.01 mm in diameter having a specific gravity of 2.25. i) Is Stoke's Law is valid based on diameter of particles. ii)Calculate their settling velocity.

A sedimentation tank is to treat a water flow of 85,000 m3/d having a kinematic viscosity of 9.5 x 10-7 m2 /s. It is required to remove all particles larger than 0.01 mm in diameter having a specific gravity of 2.25. i) Is Stoke's Law is valid based on diameter of particles. ii)Calculate their settling velocity.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A sedimentation tank is to treat a water flow of 85,000 m3/d having a kinematic viscosity of 9.5 x 10-7 m2 /s. It is required to remove all particles larger than 0.01 mm in diameter having a specific gravity of 2.25. i) Is Stoke's Law is valid based on diameter of particles. ii)Calculate their settling velocity.
Transcribed Image Text:A sedimentation tank is to treat a water flow of 85,000 m3/d having a kinematic viscosity of 9.5 x 10-7 m2 /s. It is required to remove all particles larger than 0.01 mm in diameter having a specific gravity of 2.25. i) Is Stoke's Law is valid based on diameter of particles. ii)Calculate their settling velocity.
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