[1] Bidokhti,A. A., and Zoljoudi, M., (2003) The effects of permeable bed on waves run-up and surface stress., Journal of the Earth and Space Physics, Vol. 29, No.1, 23-33. [2] Conley, D.C. and Inman, D.L. (1992) Field Observation of the Fluid Granular Boundary Layer under Near-Breaking. Journal of Geophysical Research , 97, 9631-9643. https:/doi.org/10.1029/92JC00227 [3] Conley, D.C. and Inman, D.L. (1994) Ventilated Oscillatory Boundary Layer. Journal of Fluid Mechanics , 273, 261-284. https:/doi.org/10.1017/S002211209400193X [4] Villarroel-Lamb, D., Hammeken, A. and Simons, R. (2014) Quantifying the Effect of Bed Permeability on Maximum Wave Runup. 34th International Conference on Coastal Engineering, Seoul, South Korea, 15 June 2014. [5] Hughes, S.A. (2004) Estimation of Wave Run-up on Smooth, Impermeable Slopes Using the Wave Momentum Flux Parameter. Coastal Engineering, No. 51, 1085-1104. https:/doi.org/10.1016/j.coastaleng.2004.07.026 [6] Antonia, R.A., Bisset, D.K., Fulachisr and Anselmet, F. (1990) Effect of Wall Suction on Bursting in a Turbulent Boundary Layer. Physics of Fluids A : Fluid Dynamics , 2, 1241- 1247. https:/doi.org/10.1063/1.857624 [7] Ahrenz, J.P. (1981) Irregular Wave Run up on Smooth Slops. Technical Paper No. 81-17, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, Virginia. [8] Seelig, W.N. and Ahrens, J.P. (1981) Estimation of Wave Reflection and Energy Dissipation Coefficient for Beaches, Revetments and Breakwaters. TP 81-1 U.S. Army Corps of Engineers,Coastal Engineering Research Center, Fort Belvoir, VA, 40 P. [9] Allsop, N.W.H., Hawkes, P.J., Jackson, F.A. and Franco, L. (1985) Wave Run-Up on Steep Slopes-Model Tests under Random Waves. Report SR2, Hydraulics Research Ltd., Wallingford. [10] Postma, G.M. (1989) Wave Reflection from Rock Slops under Random Wave Attack. MSc Thesis, Delft University of Technology, Delft.