Research Article
Jun 1980

Applicability of Kynch Theory to Flocculent Suspensions

Publication: Journal of the Environmental Engineering Division
Volume 106, Issue 3

Abstract

The performance of gravity thickeners is often analyzed using the batch sedimentation theory of Kynch. Because initial settling velocity data are most commonly used for this purpose, the accuracy with which these data predict the settleability of a suspension as it is formed during thickening was analyzed. Characteristic curves that define the ideal batch-thickening behavior were developed to facilitate the analysis. Results obtained with a flocculent calcium carbonate suspension showed that the initial settling velocity data were found to adequately predict the batch-thickening behavior for a limited concentration region. The greatest discrepancies between predicted and observed thickening behavior occurred at concentration regions in which: (1)The propagation velocities of concentration changes were high, or (2)the suspension exhibited compressibility. In both concentration regions, the settling rates of the suspension in the thickening mass were lower than the corresponding initial settling rates. The results suggested that the reason rapid concentration propagation retarded the settleability was not the inertial forces created but the accompanying changes in aggregate properties.

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Journal of the Environmental Engineering Division
Volume 106Issue 3June 1980
Pages: 505 - 526

History

Published in print: Jun 1980
Published online: Feb 11, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Byong S. Shin, AM.ASCE
Project Mgr. Sverdrup & Parcel and Associates, St. Louis, Mo.
Richard I. Dick, M.ASCE
Joseph P. Ripley Prof. of Engrg. Cornell Univ., Ithaca, N.Y.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share