Allsop, W., Chandler, I. and Zaccaria, M. (2014). “Improvements in the physical modelling of tsunamis and their effects.” Proc. 5th Int. Conf. on the Application of Physical Modelling to Prot and Cosatal Protection, HRPP656.Allsop, W., Chandler, I. and Zaccaria, M. (2014). “Improvements in the physical modelling of tsunamis and their effects.” Proc. 5th Int. Conf. on the Application of Physical Modelling to Prot and Cosatal Protection, HRPP656.

Boussinesq, J. (1872). “Théorie des ondes et des remous qui se propagent le long d'un canal rectangulaire horizontal, en commu-niquant au liquide contenu dans ce canal des vitesses sensiblement pareilles de la surface au fond.” Journal de Mathématiques Pures et Appliquées, pp. 55-108 (in French).Boussinesq, J. (1872). “Théorie des ondes et des remous qui se propagent le long d'un canal rectangulaire horizontal, en commu-niquant au liquide contenu dans ce canal des vitesses sensiblement pareilles de la surface au fond.” Journal de Mathématiques Pures et Appliquées, pp. 55-108 (in French).

Brackbill, J. U., Kothe, D. B. and Zemach, C. (1992). “A continuum model for modeling surface tension.” J. Comp. Phys., Vol. 100, pp. 335-354.10.1016/0021-9991(92)90240-YBrackbill, J. U., Kothe, D. B. and Zemach, C. (1992). “A continuum model for modeling surface tension.” J. Comp. Phys., Vol. 100, pp. 335-354.

Brorsen, M. and Larsen, J. (1987). “Source generation of nonlinear gravity waves with the boundary integral equation method.” Coastal Eng., Vol. 11, pp. 93-113.10.1016/0378-3839(87)90001-9Brorsen, M. and Larsen, J. (1987). “Source generation of nonlinear gravity waves with the boundary integral equation method.” Coastal Eng., Vol. 11, pp. 93-113.

Dean, R. G. and Dalrymple, R. A. (1984). “Water wave mechanics for engineers and scientists.” Prentice-Hall, Englewood Cliffs, New Jersey.Dean, R. G. and Dalrymple, R. A. (1984). “Water wave mechanics for engineers and scientists.” Prentice-Hall, Englewood Cliffs, New Jersey.

Fenton, J. (1972). “A ninth-order solution for the solitary wave: Part2.” J. Fluid Mech., Vol. 53, pp. 257-271.10.1017/S002211207200014XFenton, J. (1972). “A ninth-order solution for the solitary wave: Part2.” J. Fluid Mech., Vol. 53, pp. 257-271.

Goring, D. G. (1978). “Tsunamis-the propagation of long waves onto a shelf.” Rep. KH-R-38, California Institute of Technology.Goring, D. G. (1978). “Tsunamis-the propagation of long waves onto a shelf.” Rep. KH-R-38, California Institute of Technology.

Grimshaw, R. (1971). “The solitary wave in water of variable depth: Part 2.” J. Fluid Mech., Vol. 46, pp. 611-622.10.1017/S0022112071000739Grimshaw, R. (1971). “The solitary wave in water of variable depth: Part 2.” J. Fluid Mech., Vol. 46, pp. 611-622.

Ha, T. M., Kim, H. J. and Cho, Y. S. (2010). “Numerical simulation of solitary wave run-up with an internal wave-maker of navier- stokes equations model.” J. Korea Water Resources Association, Vol. 43, No. 9, pp. 801-811 (in Korean).10.3741/jkwra.2010.43.9.801Ha, T. M., Kim, H. J. and Cho, Y. S. (2010). “Numerical simulation of solitary wave run-up with an internal wave-maker of navier- stokes equations model.” J. Korea Water Resources Association, Vol. 43, No. 9, pp. 801-811 (in Korean).

Hur, D. S., Lee, W. D. and Cho, W. C. (2012). “Three-dimensional flow characteristics around permeable submerged breakwaters with open inlet.” Ocean Eng., Vol. 44, pp. 100-116.10.1016/j.oceaneng.2012.01.029Hur, D. S., Lee, W. D. and Cho, W. C. (2012). “Three-dimensional flow characteristics around permeable submerged breakwaters with open inlet.” Ocean Eng., Vol. 44, pp. 100-116.

Kim, D. H. and Lynett, P. J. (2011). “Dispersive and nonhydrostatic pressure effects at the front of surge.” J. Hydraul. Eng. Vol. 137, No. 7, pp. 754-765.10.1061/(ASCE)HY.1943-7900.0000345Kim, D. H. and Lynett, P. J. (2011). “Dispersive and nonhydrostatic pressure effects at the front of surge.” J. Hydraul. Eng. Vol. 137, No. 7, pp. 754-765.

Laitone, E. V. (1963). “Higher order approximation to nonlinear waves and the limiting heights of Cnoidal, Solitary and Stokes’ waves.” Beach Erosion Board, U.S. Department of the Army, Corps of Engineers, Technical Memorandum No. 133.Laitone, E. V. (1963). “Higher order approximation to nonlinear waves and the limiting heights of Cnoidal, Solitary and Stokes’ waves.” Beach Erosion Board, U.S. Department of the Army, Corps of Engineers, Technical Memorandum No. 133.

Lee, J. W. and Cho, Y. S. (2013). “Run-up heights of solitary with a hydrodynamic pressure model.” J. the Korean Society of Hazard Mitigation, Vol. 13, No. 1, pp. 347-352 (in Korean).10.9798/kosham.2013.13.1.347Lee, J. W. and Cho, Y. S. (2013). “Run-up heights of solitary with a hydrodynamic pressure model.” J. the Korean Society of Hazard Mitigation, Vol. 13, No. 1, pp. 347-352 (in Korean).

Lee, K. H., Kim, C. H., Jeong, S. H. and Kim, D. S. (2008). “Wave control by submerged breakwater under the solitary wave(tsunami) action.” J. Korean Society of Civil Engineers, KSCE, Vol. 28, No. 3B, pp. 323-334 (in Korean).Lee, K. H., Kim, C. H., Jeong, S. H. and Kim, D. S. (2008). “Wave control by submerged breakwater under the solitary wave(tsunami) action.” J. Korean Society of Civil Engineers, KSCE, Vol. 28, No. 3B, pp. 323-334 (in Korean).

Lee, W. D. and Hur, D. S. (2014). “Development of 3-d hydrodynamical model for understanding numerical analysis of density current due to salinity and temperature and its verification.” J. Korean Society of Civil Engineers, KSCE, Vol. 34, No. 3, pp. 859-871 (in Korean).10.12652/ksce.2014.34.3.0859Lee, W. D. and Hur, D. S. (2014). “Development of 3-d hydrodynamical model for understanding numerical analysis of density current due to salinity and temperature and its verification.” J. Korean Society of Civil Engineers, KSCE, Vol. 34, No. 3, pp. 859-871 (in Korean).

Lee, W. D., Hur, D. S. and Goo, N. H. (2014). “Numerical study on tsunami run-up height on impermeable/permeable slope.” J. Korean Society of Coastal Disaster Prevention, Vol. 1, No. 1, pp. 1-9 (in Korean).Lee, W. D., Hur, D. S. and Goo, N. H. (2014). “Numerical study on tsunami run-up height on impermeable/permeable slope.” J. Korean Society of Coastal Disaster Prevention, Vol. 1, No. 1, pp. 1-9 (in Korean).

Lee, W. D., Hur, D. S. and Jang, B. J. (2015). “A numerical simulation on delay time of tsunami propagation due to permeable submerged breakwater.” J. Korean Society of Coastal Disaster Prevention, Vol. 2, No. 4, pp. 197-205 (in Korean).Lee, W. D., Hur, D. S. and Jang, B. J. (2015). “A numerical simulation on delay time of tsunami propagation due to permeable submerged breakwater.” J. Korean Society of Coastal Disaster Prevention, Vol. 2, No. 4, pp. 197-205 (in Korean).

Liu, H., Sakashita, T. and Sato, S. (2014). “An experimental study on the tsunami boulder movement.” Proc. 34th int. Conf. Coastal Eng., ASCE.10.9753/icce.v34.currents.16Liu, H., Sakashita, T. and Sato, S. (2014). “An experimental study on the tsunami boulder movement.” Proc. 34th int. Conf. Coastal Eng., ASCE.

McCowan, J. (1891). “On the solitary wave.” London, Edinburgh and Dublin Philosophical Magazine and Journal of Science, Vol. 32, No. 5, pp. 45-58.10.1080/14786449108621390McCowan, J. (1891). “On the solitary wave.” London, Edinburgh and Dublin Philosophical Magazine and Journal of Science, Vol. 32, No. 5, pp. 45-58.

Nouri, Y., Nistor, I. and Palermo, D. (2010). “Experimental investigation of tsunami impact on free standing structures.” Coastal Eng. Journal, JSCE, Vol. 52, No. 1, pp. 43-70.10.1142/s0578563410002117Nouri, Y., Nistor, I. and Palermo, D. (2010). “Experimental investigation of tsunami impact on free standing structures.” Coastal Eng. Journal, JSCE, Vol. 52, No. 1, pp. 43-70.

O’Donoghue, T., Pokrajac, D. and Hondebrink, L. J. (2010). “Laboratory and numerical study of dambreak-generated swash on impermeable slopes.” Coastal Eng., Vol. 57, pp. 513-530.10.1016/j.coastaleng.2009.12.007O’Donoghue, T., Pokrajac, D. and Hondebrink, L. J. (2010). “Laboratory and numerical study of dambreak-generated swash on impermeable slopes.” Coastal Eng., Vol. 57, pp. 513-530.

Ohyama, T. and Nadaoka, K. (1991). “Development of a numerical wave tank for analysis of non-linear and irregular wave field.” Fluid Dynamics Research, Vol. 8, pp. 231-251.10.1016/0169-5983(91)90045-KOhyama, T. and Nadaoka, K. (1991). “Development of a numerical wave tank for analysis of non-linear and irregular wave field.” Fluid Dynamics Research, Vol. 8, pp. 231-251.

Park, H. S., Cox, T. D., Lynett, P. J., Wiebe, D. M. and Shin, S. W. (2013). “Tsunami inundation modeling in constructed environments: A physical and numerical comparison of free-surface elevation, velocity, and momentum flux.” Coastal Eng., Vol. 79, pp. 9-21.10.1016/j.coastaleng.2013.04.002Park, H. S., Cox, T. D., Lynett, P. J., Wiebe, D. M. and Shin, S. W. (2013). “Tsunami inundation modeling in constructed environments: A physical and numerical comparison of free-surface elevation, velocity, and momentum flux.” Coastal Eng., Vol. 79, pp. 9-21.

Rossetto, T., Allsop, W., Charvet, I. and Robinson, D. (2011). “Physical modelling of tsunami using a new pneumatic wave generator.” Coastal Eng., Vol. 58, pp. 517-527.10.1016/j.coastaleng.2011.01.012Rossetto, T., Allsop, W., Charvet, I. and Robinson, D. (2011). “Physical modelling of tsunami using a new pneumatic wave generator.” Coastal Eng., Vol. 58, pp. 517-527.

Scott Russell, J. (1844). “On waves.” Reports to the British Association, pp. 311-390.Scott Russell, J. (1844). “On waves.” Reports to the British Association, pp. 311-390.

St-Germain, P., Nistor, I., Townsend, R. and Shibayama, T. (2014). “Smoothed-particle hydrodynamics numerical modeling of structures impacted by tsunami bores.” J. Waterway, Port, Coastal, Ocean Eng., ASCE, Vol. 140, No. 1, pp. 66-81. 10.1061/(ASCE)WW.1943-5460.0000225St-Germain, P., Nistor, I., Townsend, R. and Shibayama, T. (2014). “Smoothed-particle hydrodynamics numerical modeling of structures impacted by tsunami bores.” J. Waterway, Port, Coastal, Ocean Eng., ASCE, Vol. 140, No. 1, pp. 66-81.