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The shoreline deformation produced by the interaction between waves and coastal structures have been analyzed by comparing two different analytical solutions. Starting from the same assumption, they converge to different profiles, according to the different way to take in account the phenomenon of the wave diffraction induced by the structure.Referencias
Pelnard-Considere R., 1954, , Essai de thèorie de l’évolution des formes de rivages en plages de sable et de galets Quatrieme Journees de l’Hydraulique, Les Energies de la Mer, Question 3.
Shinohara k. and Tsubaki T., 1966, Model study on the change of shoreline of sandy beach by the offshore breakwater Proc. 10th Int. Conf. Coastal Eng, ASCE, 1.
Larson M., Hanson, Kraus 1997 Analytical solutions of one-line model for shoreline change near coastal structures Journal of Waterway, Port, Coastal and Ocean Engineering Volume 123, Issue 4, Pages 180 – 191
Hanson and Kraus, 1989 “GENESIS: Generalized Model for Simulating Shoreline Change. Report 1. Technical Reference” US Army Eng. Waterways Experiment Station, Coastal Eng. Res. Cent., Vickburg, Mississippi, 1989
Frey, A. E., Connell, K. J., Hanson, H., Larson, M., Thomas, R. C., Munger, S., and Zundel, A.: GenCade Version 1 Model Theory and User's Guide, Report No. ERDC/CHL-TR-12-25, US Army Corps of Engineers, Vicksburg, MS, USA, 2012.
Thomas RC, Frey AE (2013) Shoreline Change Modeling Using One-Line Models: General Model Comparison and Literature Review. US Army Engineer Research and Development Center/CHL CHETN-II-55, 10 pp.
Townsend, K. E., R. C. Thomas, and A. E. Frey. 2014. Shoreline Change Modeling Using One-Line Models:Application and Comparison of GenCade, Unibest, and Litpak. ERDC/CHL CHETN-IV-102. Vicksburg, MS:US Army Engineer Research and Development Center
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