DISCUSSIONS AND CLOSURES
Aug 1, 1984
Discussion of “Riprap Stability A Progress Report” by Laurie L. Broderick (March, 1983)
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VIEW THE REPLYAuthor: R. ShuttlerAuthor Affiliations
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 110, Issue 3
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References
1.
Pitt, J. D., and Ackers, P., “Review of Field and Laboratory Tests on Riprap,” CIRIA Report 94, 1982.
2.
“Riprap Design for Wave Attack. Retrospective Model Tests of the Measured Damage to Riprap Panels on the Offshore Bank in the Wash,” Hydraulics Research Station, HRS Report IT 213, Dec., 1981.
3.
Shuttler, R. M., “Some Aspects of Modelling Slope Protection,” BNCOLD Conference, University of Keele, England, Sept., 1982.
4.
Thompson, D. M., and Shuttler, R. M., “Design of Riprap Slope Protection Against Wind Wave Attack,” CIRIA Report 61, 1976.
5.
Thomsen, A. L., Wohlt, P. E., and Harrison, A. S., “Riprap Stability on Earth Embankments Tested in Large and Small Scale Wave Tanks,” U.S. Army Corps of Engineers, Coastal Engineering Research Center, Technical Memo 37, June, 1972.
6.
Young, R. M., Pitt, J. D., Ackers, P., and Thompson, D. M., “Riprap Design for Windwave Attack: Long Term Observations on the Offshore Bank in the Wash,” CIRIA Technical Note 101, 1980.
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Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 110 • Issue 3 • August 1984
Pages: 368 - 370
Copyright
Copyright © 1984 ASCE.
History
Published online: Aug 1, 1984
Published in print: Aug 1984
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R. Shuttler
Sr. Scientific Officer, Hydr. Research Station Ltd., Wallingford, England
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