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New Mode of Column Settling Data Analysis

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Sedimentation Process and Design of Settling Systems
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Abstract

The modes of conventional analysis of ‘column settling data’ differ with nature of suspension. The methods are inadequate. The inadequacies are pointed out. A single method without any consideration to the nature of suspension and without any assumption is presented. The applications are illustrated with actual analysis of laboratory settling data.

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Notations

Notations

\( {C}_{D,t} \) :

Concentration of solids at depth D at time t

\( {C}_0 \) :

Initial concentration of solids

\( {X}_{T,}{x}_T \) :

Total fractional removal of solids

\( {X}_{0,\;}{x}_0 \) :

Fraction of solids having settling velocity \( {v}_s\le {v}_0 \), the overflow velocity

\( c,C \) :

Concentration of solids

\( {t}_i \) :

Any particular time \( {t}_i \)

\( t \) :

Any time

\( d,D \) :

Depth

\( {X}_{D,t} \) :

Fraction of particles having settling velocities D/t or more

\( h \) :

Height of the suspension

\( \mathrm{h1}\mathrm{etc.} \) :

Intercept of the cylinder In between two interface surfaces

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De, A. (2017). New Mode of Column Settling Data Analysis. In: Sedimentation Process and Design of Settling Systems. Springer Transactions in Civil and Environmental Engineering. Springer, New Delhi. https://doi.org/10.1007/978-81-322-3634-4_8

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  • DOI: https://doi.org/10.1007/978-81-322-3634-4_8

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  • Publisher Name: Springer, New Delhi

  • Print ISBN: 978-81-322-3632-0

  • Online ISBN: 978-81-322-3634-4

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