TECHNICAL NOTES
Apr 15, 2003

Simple Equations to Calculate Fall Velocity and Sediment Scale Parameter

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 129, Issue 3

Abstract

This paper investigates and compares four simple, continuous equations that can potentially make useful estimates of fall velocity. These estimates span the range of laminar, transitional, and turbulent flow regimes. All equations take advantage of the fact that the fall velocity Reynolds number is a function of only one variable, the Archimedes buoyancy index. Adjusting the coefficients can make a significant improvement in the fit of these equations to data. In the commonly used beach equilibrium profile model, h=Apx2/3, the sediment scale parameter Ap, is usually tabulated as a function of grain diameter. It will be shown that the normalized sediment scale parameter Ap/d1/3 is also a function of only the Archimedes buoyancy index. This research indicates that the Archimedes buoyancy index is the fundamental independent variable for both the fall velocity Reynolds number and the normalized sediment scale parameter. Calculating the Archimedes buoyancy index is facilitated by some simple equations, which in turn allow easy computation of fall velocity and sediment scale parameter.

Get full access to this article

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

References

Ahrens, J. P.(2000). “A fall-velocity equation.” J. Waterw., Port, Coastal, Ocean Eng., 126(2), 99–102.
Chang, H.-K., and Liou, J.-C.(2001). “Discussion of a free-velocity equation, by John P. Ahrens.” J. Waterw., Port, Coastal, Ocean Eng., 127(4), 250–251.
Cheng, N.-S.(1997). “Simplified settling velocity formula for sediment particle.” J. Hydraul. Eng., 123(2), 149–152.
Dean, R. G. (1987). “Coastal sediment processes: Toward engineering solutions.” Proc., Coastal Sediments ’87, ASCE, Reston, Va., 1–24.
Dean, R. G. (1999). “Beach nourishment: A limited review and some recent results.” Proc., Coastal Engineering 1998, ASCE, Reston, Va., 45–69.
Hallermeier, R. J.(1981). “Terminal settling velocity of commonly occurring sand grains.” Sedimentology, 28, 859–865.
Newman, J. N. (1977). Marine hydrodynamics, MIT Press, Cambridge, Mass.
Rubey, W. W.(1933). “Settling velocities of gravel, sand, and silt particles.” Am. J. Sci., 25(148), 325–338.
van Rijn, L. C. (1993). Principles of sediment transport in rivers, estuaries, and coastal seas, Aqua Publications, Amsterdam, The Netherlands.
Yalin, M. S. (1977). Mechanics of sediment transport, Pergamon, Oxford, U.K.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 129Issue 3May 2003
Pages: 146 - 150

History

Received: Feb 28, 2002
Accepted: Nov 8, 2002
Published online: Apr 15, 2003
Published in print: May 2003

Permissions

Request permissions for this article.

Authors

Affiliations

John P. Ahrens, Aff.ASCE
Coastal Consultant, 6702 Springfield Dr., Mason Neck, VA 22079.

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