Numerical analysis of wave loads for coastal structure stability

The numerical model COBRAS-UC [Losada, I.J., Lara, J.L, Guanche, R., Gonzalez-Onclina, J.M. (2008). Numerical analysis of wave overtopping of rubble mound breakwaters. Coastal Engineering, Vol 55 (1),47-62] is used to carry out a two-dimensional analysis of wave induced loads on coastal structures. The model calculates pressure, forces and moments for two different cross-sections corresponding to a low-mound and a conventional rubble-mound breakwater with a crown-wall under regular and irregular incident wave conditions. Predicted results are compared with experimental information provided in Losada et al. [Losada, I.J., Lara, JL, Guanche,R., Gonzalez-Ondina, J.M. (2008). Numerical analysis of wave overtopping of rubble mound breakwaters. Coastal Engineering, Vol 55 (1), 47-62.] and Lara et al. [Lara J.L., Losada, I.J., Guanche, R. (2008). "Wave interaction with low mound breakwaters using a RANS model". Ocean engineering (35), pp 1388-1400: doi: 10.1016/j.oceaneng.2008.05.006.] on a 1:20 scale. Good agreement is found, and the differences between both typologies are explained in detail. Additionally, numerical results are also compared with several semiempirical formulae recommended for design at both the 1:20 model scale and two prototype cross-sections. Results suggest that COBRAS-UC is able to provide realistic stability information that can be used to complete the approach based on currently existing methods and tools. (C) 2008 Elsevier B.V. All rights reserved.