Article | REF: J3131 V1

Hydraulic classification by size. Classification by sedimentation

Authors: Pierre BLAZY, Robert JOUSSEMET

Publication date: March 10, 2011

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ABSTRACT

The unitary operations implemented in separation techniques are mostly preceded by or coupled to phases of classification in various particle size lots. Indeed, gravimetric concentration machines only produce good yields on materials with well defined granulometric intervals. They must thus proceed to a prior washing. Hydraulic classification in dimensions refers to the processes allowing for the separation of the solid particles suspended in a liquid medium into two or more various granularity fractions by means of the simple action of an acceleration or centrifugal field.

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AUTHORS

  • Pierre BLAZY: Honorary Professor - Former Director, École nationale supérieure de géologie

  • Robert JOUSSEMET: Engineer from the École nationale supérieure de géologie - Research engineer at the French National Center for Scientific Research (CNRS) - Head of the STEVAL test station at the Environment and Mineralurgy Laboratory (LEM – UMR 7569)

 INTRODUCTION

The unit operations implemented in separative techniques are usually preceded or coupled with classification phases into various batches of different particle sizes. In fact, gravimetric concentration equipment only performs well on materials with well-defined particle size ranges. Similarly, aggregate producers supply sands and gravels specifically defined by their particle size ranges. They therefore carry out preliminary washing which, among other things, eliminates fractions below 60 or 100 μm.

Hydraulic size classification refers to all processes used to separate solid particles from a suspension (or pulp) in a liquid medium into two or more fractions of different granularity, solely by the action of the gravitational (sedimentation) [J 3 131] or centrifugal [ [J 3 132] ] acceleration field.

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Dimensional hydraulic classification