DISCUSSIONS AND CLOSURES
May 1, 1997
Discussion and Closure: Comparison and Evaluation of Different Riprap Stability Formulas Using Field Performance
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Jentsje W. van der Meer, Member, ASCE, Mahrez Ben Belfadhel, Guy Lefebvre, Member, ASCE, and Karol RohanAuthor Affiliations
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 123, Issue 3
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References
1.
Ahrens, J. P., and McCartney, B. L. (1975). “Wave period effect on the stability of riprap.” Rep., U.S. Army Corps of Engineers, Coast. Engrg. Res. Ctr., Fort Belvoir, Va.
2.
Dupuis, P. (1993). “Discussion of ‘A review of stability formulas for rock and riprap slopes under wave attack.’” River, coastal and shoreline protection—erosion control using riprap armourstone. John Wiley & Sons, Inc., New York, N.Y., 201–210.
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Copyright © 1997 American Society of Civil Engineers.
History
Published online: May 1, 1997
Published in print: May 1997
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Authors
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Jentsje W. van der Meer, Member, ASCE
PhD, Marine and Coast. Infrastructure, Delft Hydraulics, P.O. Box 177, 2600 MH, Delft, The Netherlands.
Mahrez Ben Belfadhel
Assessment Specialist, Atomic Energy Control Board, Wastes and Impact Div., 280 Slater St., P.O. Box 1046 Station B, Ottawa, Ontario, Canada K1P 5S9.
Guy Lefebvre, Member, ASCE
Prof., Civ. Engrg. Dept., Sherbrooke Univ., 2500 Blvd. de l'Université, Sherbrooke (Quebec), Canada J1K 2R1.
Karol Rohan
Prof., Civ. Engrg. Dept., Sherbrooke Univ., 2500 Blvd. de l'Université, Sherbrooke (Quebec), Canada J1K 2R1.
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