DISCUSSIONS AND CLOSURES
Aug 15, 2003
Discussion of “Treatment of Wave Breaking and Total Absorption in a Mild-Slope Equation FEM Model” by Gian Mario Beltrami, Giorgio Bellotti, Paolo De Girolamo, and Paolo Sammarco
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VIEW THE REPLYAuthors: Francisco L. Martin and Raul MedinaAuthor Affiliations
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 129, Issue 5
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References
Beltrami, G. M., Bellotti, G., De Girolamo, P., and Sammarco, P.(2001). “Treatment of wave breaking and total absortion in a mild-slope equation FEM model.” J. Waterw., Port, Coastal, Ocean Eng., 127(5), 263–271.
GIOC, Grupo de Ingeniera Oceanográfica y de Costas. (1989). “Documentation program MSP system.” University of Cantabria, Santander, Spain (in Spanish).
GIOC, Grupo de Ingeniera Oceanográfica y de Costas. (1999). “Documentation program MSP-Spec system.” University of Cantabria, Santander, Spain (in Spanish).
Isaacson, M., and Qu, S.(1990). “Waves in harbours with partially reflecting boundaries.” Coastal Eng., 14, 193–214.
Isaacson, M., O’Sullivan, E., Baldwin, J.(1993). “Reflection effects on wave field within a harbour.” Can. J. Civ. Eng., 20(3), 386–397.
Steward, D. R., Pachang, V. G.(2000). “Improved coastal boundary conditions for water wave simulation models.” Ocean Eng., 28, 139–157.
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Copyright © 2003 American Society of Civil Engineers.
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Published online: Aug 15, 2003
Published in print: Sep 2003
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Francisco L. Martin
Associate Professor, Ocean and Coastal Engineering Group, Univ. de Cantabria, ETSICCP, Avda. Los Castros s/n. 39005 Santander, Spain.
Raul Medina
Professor, Ocean and Coastal Engineering Group, Univ. de Cantabria, ETSICCP, Avda. Los Castros s/n. 39005 Santander, Spain.
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