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Problem C2Batch SedimentationSibug, Anna Kristina L.Tan, Maria Kimberly L.Villanueva, Von Kirby
Sedimentation- is the process wherein a dilute slurry is settled by gravity into a clear fluid and a slurry of higher solids concentration.- the partial separation of concentration of suspended solid particles from a liquid by gravity settling.
Principles/TheoriesABBAZoCDZ∞
Principles/TheoriesFigure 1. Behaviour of batch curve during batch sedimentation process
Kynch Method graphical approach that is used to find the settling velocity of a slurry or suspension over time Restrictionsneglecting wall effects assuming uniform particle size and shapethe particle reaches zero at large timesthe system must obey Stokes’ Law
Principles/TheoriesIn the constant settling region,Free settling: settling velocity (ut) is constantIn the transition region,Hindered settling regionFactors affecting the rate of sedimentationInitial height of the suspensionInitial concentration of the suspensionWhere:Ho= initial height of interfaceHc= critical heighttc= time in obtaining the critical height

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Problem C2 Theory

  • 1. Problem C2Batch SedimentationSibug, Anna Kristina L.Tan, Maria Kimberly L.Villanueva, Von Kirby
  • 2. Sedimentation- is the process wherein a dilute slurry is settled by gravity into a clear fluid and a slurry of higher solids concentration.- the partial separation of concentration of suspended solid particles from a liquid by gravity settling.
  • 4. Principles/TheoriesFigure 1. Behaviour of batch curve during batch sedimentation process
  • 5. Kynch Method graphical approach that is used to find the settling velocity of a slurry or suspension over time Restrictionsneglecting wall effects assuming uniform particle size and shapethe particle reaches zero at large timesthe system must obey Stokes’ Law
  • 6. Principles/TheoriesIn the constant settling region,Free settling: settling velocity (ut) is constantIn the transition region,Hindered settling regionFactors affecting the rate of sedimentationInitial height of the suspensionInitial concentration of the suspensionWhere:Ho= initial height of interfaceHc= critical heighttc= time in obtaining the critical height