1. A.Farhadzadeh, M.shafee far, "Analytical study of existing models for measuring wave overtopping in coastal structures". Eighth Conference on Marine Industries. Iran, Bushehr.
2. K. Hu, C. G. Mingham, and D. M. Causon, "Numerical simulation of wave overtopping of coastal structures using the non-linear shallow water equations," Coast. Eng., vol. 41, no. 4, pp. 433-465, 2000. [
DOI:10.1016/S0378-3839(00)00040-5]
3. P. Besley, T. Stewart, and N. W. H. Allsop, "Overtopping of vertical structures: new prediction methods to account for shallow water conditions," Proc. Coastlines, Struct. Break. London, UK, pp. 46-57, 1998. [
DOI:10.1680/csab.26681.0005]
4. Y. Goda, "Random seas and design of maritime structures". World Scientific, 2010. [
DOI:10.1142/7425]
5. T. S. Hedges, M. T. Reis, and M. W. OWEN, "Random Wave Overtopping Of Simple Sea Walls: A New Regression Model.," Proc. ICE-Water Marit. Energy, vol. 130, no. 1, pp. 1-10, 1998. [
DOI:10.1680/iwtme.1998.30223]
6. J. W. van der Meer, J. P. F. M. Janssen, and D. Hydraulics, "Wave run-up and wave overtopping at dikes and revetments". Delft Hydraulics, 1994.
7. N. Kobayashi and A. Wurjanto, "Wave overtopping on coastal structures," J. Waterw. Port, Coastal, Ocean Eng., vol. 115, no. 2, pp. 235-251, 1989. [
DOI:10.1061/(ASCE)0733-950X(1989)115:2(235)]
8. Marayama and Hiraishi, "presented a numerical model for calculation of over topping discharge for a vertical breakwater in multi direction wave",The basic assumption is that the overtopping discharge can be described by a weir expression as suggested by Kikkawa et al 1988." 1988.
9. M. D. Torrey, L. D. Cloutman, R. C. Mjolsness, and C. W. Hirt, "NASA-VOF2D: a computer program for incompressible flows with free surfaces," NASA STI/Recon Tech. Rep. N, vol. 86, p. 30116, 1985.
10. J. M. Sicilian, C. W. Hirt, and R. P. Harper, "FLOW-3D: Computational modeling power for scientists and engineers," Flow Sci. report, FSI-87-QO-l, 1987.
11. F. Dentale, G. Donnarumma, and E. E. P. Carratelli, "Rubble Mound Breakwater: Run-Up, Reflection and Overtopping by Numerical 3D Simulation," flow3d.com, 2012.
12. Ghasemi A, Shafiee far M, Panahi R. "Numerical Simulation of Wave Overtopping From Armour Breakwater by Considering Porous Effect". marine-engineering. 2016; 11 (22) :51-60.
13. Marashian S M, Adjami M, Rezaee Mazyak A. "Numerical Simulation of Wave Overtopping Over Composite Berm Breakwater" . marine-engineering. 2019; 15 (29) :25-38
14. Amirabadi R, Rezaee mazyak A, Ghasemi A. "Numerical Modeling Investigation of Irregular Wave Interaction with Perforated Caisson Breakwater". marine-engineering. 2018; 14 (27) :69-79
15. F. Science, "FLOW-3D Documentation," 2012.
16. Mousavi B, Saadatkhah N,A Haj Momeni. "Stability Evaluation of Breakwater Inner Slope under Overpassing, Based on Physical
17. Modeling and Comparing with Experimental Relations (Case Study: Breakwaters in Anzali Port Development Plan)". 2011; 10th international conferancces of coastal, ports and, marine sutrucutres, Iran, Tehran,.
18. Y. Goda, "Statistical variability of sea state parameters as a function of wave spectrum," Coast. Eng. Japan, vol. 31, no. 1, pp. 39-52, 1988. [
DOI:10.1080/05785634.1988.11924482]
19. P. Bakker, M. Klabbers, M. Muttray, and A. van den Berge, "Hydraulic performance of Xbloc® armour units, in 1st international conference on coastal zone management and engineering in the Middle East", 2005.
20. A. B. Frens, "The impact of placement method on Antifer-block stability", Delft Univ. Technol. Delft, 2007.
21. J. Fabião, A. T. Teixeira, and M. Araújo, "hydraulic stability of tetrapod armour layers-physical model study", Instituto Superior Técnico, Universidade Técnica de Lisboa 2009.