TECHNICAL PAPERS
May 1, 1991

Drag Coefficient and Fall Velocity of nonspherical particles

Publication: Journal of Hydraulic Engineering
Volume 117, Issue 5

Abstract

The most commonly encountered particles in the areas of sediment transport, fluidization, sedimentation, etc. are nonspherical. The role of these particles can be ascertained only through the knowledge of drag coefficient and fall velocity. Graphical relationships for the determination of drag coefficient and fall velocity are available in the literature. The graphical relationships are less accurate because they are subject to errors of judgment. Furthermore, these relationships cannot be used for any analytical purposes. In 1954, Schulz et al. collected extensive data for the drag coefficient and fall velocity of nonspherical particles. Based on these data, empirical equations for the drag coefficient and fall velocity of nonspherical particles of natural and mechanical origin are derived from curve fittings and presented. It is hoped that these equations will find use in the analytical modeling of various engineering problems involving fluid‐nonspherical particles interaction.

Get full access to this article

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

References

1.
Alger, G. R., and Simons, D. B. (1968). “Fall velocity of irregular shaped particles.” J. Hydr. Engrg. Div., ASCE, 94(3), 721–737.
2.
Goldstein, S. (1929). “The steady flow of viscous fluid past a fixed spherical obstacle at small Reynolds numbers.” Proc., Royal Soc., London, England, Vol. 123.
3.
Rouse, H. (1946). Elementary mechanics of fluids. Chapter 8, John Wiley & Sons Inc., New York, N.Y.
4.
Schulz, E. F., Wilde, R. H., and Albertson, M. L. (1954). “Influence of shape on fall velocity of sedimentary particles.” Report prepared for the Missouri River Division, Corps, of Engineers, U.S. Army, through Colorado A&M Research Foundation, Fort Collins, Ill.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 117Issue 5May 1991
Pages: 660 - 667

History

Published online: May 1, 1991
Published in print: May 1991

Permissions

Request permissions for this article.

Authors

Affiliations

Prabhata K. Swamee
Prof., Civ. Engrg. Dept., Univ. of Roorkee, Roorkee 247 667, India
Chandra Shakhar P. Ojha
Lect., Civ. Engrg. Dept., Univ. of Roorkee, Roorkee 247 667, India

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