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, the sediment scale parameter is usually tabulated as a function of grain diameter. It will be shown that the normalized sediment scale parameter 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
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Received: Feb 28, 2002
Accepted: Nov 8, 2002
Published online: Apr 15, 2003
Published in print: May 2003
Authors
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.