OVERTOPPING ANALYSIS USING NEURAL NETWORKS

Proceedings of the Coastal Engineering Conference

Volumn 2003-January, Issue , 2003, Pages 2165-2177

  Medina, Josep R ^a   González Escrivá, Jose Alberto ^a   Garrido, Joaquín ^a   De Rouck, Julien ^b  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

^b GHENT UNIVERSITY   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

BREAKWATERS; EVOLUTIONARY ALGORITHMS; IRIDIUM; NEURAL NETWORKS; VIRTUAL REALITY;

DEPENDENT VARIABLES; EMPIRICAL FORMULAS; EVOLUTIONARY STRATEGIES; EXPONENTIAL FORMULA; OVERTOPPING DISCHARGE; OVERTOPPING EVENTS; OVERTOPPING RATES; ZEEBRUGGE BREAKWATER;

COASTAL ENGINEERING;

EID: 84950105930     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812791306_0182     Document Type: Conference Paper

References (12)

1. Ansari, N. and Hou, E. 1997. Computational Intelligence for Optimization. Kluwer Academic Publishers, Boston, USA.
2. Burcharth, H. F., Zhou, L. and Troch, P. 1999. Scaling of core material in rubble mound breakwater model tests. Proc. 5th International Conference on Coastal and Port Engineering in Developing Countries, Cape Town (South Africa), 1518-1528. Coastal Engineering Manual. 2001. Part Vl-5-2. CEM Editorial Board
3. De Rouck J., Troch P., Van de Walle B. and Medina J. R. 2001. Analisis del remonte y rebase de diques en talud medidos a escala real (in Spanish). L. Resumenes de las VI J. E. de Ing. de Costas y Puertos, Mallorca, 17-18 May 2001, 165-166.
4. De Rouck, J., Verdonck, R., Troch, P., Van Damme, L., Schliitter, F. and De Ronde, J. 1998. Wave runup and overtopping: Prototype versus scale models. Proc. 1CCE'98, ASCE, 1039-1052.
5. Gonzalez-Escriva, J. A., Medina, J. R., Garrido, J. and De Rouck, J. 2002. Wind effects on runup and overtopping influencing breakwater crest design. Book of Abstracts 28lh ICCE, Paper no. 367.
6. Deo, M. C., Gondane, D. S. and Kumar V. S. 2002. Analysis of wave directional spreading using neural networks, J. Wtrwy, Port, Coast., and Oc. Engng., ASCE, 128, 30-37.
7. Mase, H., Sakamoto, M. and Sakai, T. 1995. Neural network for stability analysis of rubble-mound breakwaters. J. Wtrwy, Port, Coast., and Oc. Engng., 121(6), 294-299.
8. Medina, J. R. 1998. Wind effects on runup and breakwater crest design. Proc. ICCE'98, ASCE, 1068-1081.
9. Medina, J. R. 1999. Neural network modeling of runup and overtopping. Coastal Structures '99 (Vol. 1): 421-429.
10. A. A. Balkema, Medina, J. R., Gonzalez-Escriva, J. A. and Garrido, J. 2001. Zeebrugge model tests performed in the UPV. OPTICRESTReport, April 2001.
11. Moody, J. E. 1992. The effective number of parameters: An analysis of generalization and regularization in nonlinear learning systems. In J. E. Moody, S. J. Hanson & R. P. Lippmann (eds.), Advances in Neural Information Processing Systems 4, 847-854. San Mateo California: Morgan Kaufmann Publishers.
12. Van Gent, M. R. A. and Van den Boogaard H. F. P. 1998. Neural network and numerical modeling of forces on vertical structures. Proc. ICCE'98, ASCE, 2096-2109.