DOI QR코드

DOI QR Code

고립파(지진해일)의 파형분포가 불투과 경사면의 처오름에 미치는 영향

Effects of Waveform Distribution of Tsunami-Like Solitary Wave on Run-up on Impermeable Slope

  • 이우동 (국립경상대학교 해양산업연구소 해양토목공학과) ;
  • 김정욱 ((주)세광종합기술단 항만설계본부) ;
  • 허동수 (국립경상대학교 해양산업연구소 해양토목공학과)
  • Lee, Woo-Dong (Department of Ocean Civil Engineering, Institute of Marine Industry, Gyeongsang National University) ;
  • Kim, Jung-Ouk (Harbor Design Division, Sekwang Engineering Consultants Co., Ltd.) ;
  • Hur, Dong-Soo (Department of Ocean Civil Engineering, Institute of Marine Industry, Gyeongsang National University)
  • 투고 : 2018.08.02
  • 심사 : 2018.12.13
  • 발행 : 2019.02.28

초록

For decades, solitary waves have commonly been used to simulate tsunami conditions in numerical studies. However, the main component of a tsunami waveform acts at completely different spatial and temporal distributions than a solitary waveform. Thus, this study applied a 2-D numerical wave tank that included a non-reflected tsunami generation system based on Navier-Stokes equations (LES-WASS-2D) to directly simulate the run-up of a tsunami-like solitary wave on a slope. First, the waveform and velocity due to the virtual depth factor were applied to the numerical wave tank to generate a tsunami, which made it possible to generate the wide waveform of a tsunami, which was not reproduced with the existing solitary wave approximation theory. Then, to validate the applied numerical model, the validity and effectiveness of the numerical wave tank were verified by comparing the results with the results of a laboratory experiment on a tsunami run-up on a smooth impermeable 1:19.85 slope. Using the numerical results, the run-up characteristics due to a tsunami-like solitary wave on an impermeable slope were also discussed in relation to the volume ratio. The maximum run-up heights increased with the ratio of the tsunami waveform. Therefore, the tsunami run-up is highly likely to be underestimated compared to a real tsunami if the solitary wave of the approximation theory is applied in a tsunami simulation in a coastal region.

키워드

참고문헌

  1. Baldock, T.E., Peiris, D., Hogg, A.J., 2012. Overtopping of Solitary Waves and Solitary Bores on a Plane Beach. Proceedings of the Royal Society of London, Series A, Mathematical and Physical Sciences, 468, 3494-3516. https://doi.org/10.1098/rspa.2011.0729
  2. Bozorgnia, M., Eftekharian, A., Lee, J.J., 2014. CFD Modeling of a Solitary Wave Overtopping Breakwater of Barying Submergence. Proceedings of the 34th International Conference on Coastal Engineering, ASCE, Seoul, Korea.
  3. Brackbill, J.U., Kothe, D.B., Zemach, C., 1992. A Continuum Model for Modeling Surface Tension. Journal of Computational Physics, 100, 335-354. https://doi.org/10.1016/0021-9991(92)90240-Y
  4. Brorsen, M., Larsen, J., 1987. Source Generation of Nonlinear Gravity Waves with the Boundary Integral Equation Method. Coastal Engineering, 11, 93-113. https://doi.org/10.1016/0378-3839(87)90001-9
  5. Chang, Y.H., Hwang, K.S., Hwung, H.H., 2009. Large-Scale Laboratory Measurements of Solitary Wave Inundation on a 1:20 Slope. Coastal Engineering, 56, 1022-1034. https://doi.org/10.1016/j.coastaleng.2009.06.008
  6. Cho, Y.S., Lee, H.J., 2002. Numerical Simulations of 1983 Central East Sea Tsunami at Imwon: 1. Propagation Across the East Sea. Journal of Korea Water Resources Association, 35(4), 443-452. https://doi.org/10.3741/JKWRA.2002.35.4.443
  7. Dean, R.G., Dalrymple, R.A., 1984. Water Wave Mechanics for Engineers and Scientists. Prentice-Hall, Englewood Cliffs, New Jersey, 353.
  8. Goseberg, N., 2012. A Laboratory Perspective of Long Wave Generation, Proceedings of the 22nd International Offshore and Polar Engineering Conference, Rhodes, Greece, 3, 54-60.
  9. Ha, T., Kim, H.J., Cho, Y.S., 2010. Numerical Simulation of Solitary Wave Run-up with an Internal Wave-Maker of Navier-Stokes Equations Model. Journal of Korea Water Resources Association, 43(9), 801-811. https://doi.org/10.3741/JKWRA.2010.43.9.801
  10. Ha, T., Jung, W., Cho, Y.S., 2012. Numerical Study on Reduced Runup Heights of Solitary Wave by Submerged Structures. Journal of the Korean Society of Hazard Mitigation, 12(5), 251-258. https://doi.org/10.9798/KOSHAM.2012.12.5.251
  11. Hunt-Raby, A.C., Borthwick, A.G.L., Stansby, P.K., Taylor, P.H., 2011. Experimental Measurement of Focused Wave Group and Solitary Wave Overtopping. Journal of Hydraulic Research, 49, 450-464. https://doi.org/10.1080/00221686.2010.542616
  12. Hur, D.S., Lee, K.H., Choi, D.S., 2011. Effect of the Slope Gradient of Submerged Breakwaters on Wave Energy Dissipation. Engineering Applications of Computational Fluid Mechanics, 5, 83-98. http://dx.doi.org/10.1080/19942060.2011.11015354
  13. Hur, D.S., Lee, W.D., Jang, B.J., 2015. A Numerical Simulation on Delay Time of Tsunami Propagation due to Permeable Submerged Breakwater. Journal of Korean Society of Coastal Disaster Prevention, 2(4), 197-205.
  14. Kim, D.S., Kim, J.M., Lee, K.H., Son, H.K., 2007a. Analysis of the Effects on the Southeastern Coast of Korea by a Tsunami Originating from Hypothetical Earthquake in Japan. Journal of Ocean Engineering and Technology, 21(6), 64-71.
  15. Kim, D.S., Kim, J.M., Lee, K.H., 2007b. Numerical Simulation of Tsunamis that Affected the Coastal Zone of East Sea. Journal of Ocean Engineering and Technology, 21(6), 72-80.
  16. Kim, H.S., Kim, H.S., Kang, Y.S., 2008. The Simulation of Tsunami Against the South Coast of the Korean Peninsula. Journal of Ocean Engineering and Technology, 22(5), 31-38.
  17. Lee, S.D., Kim, M.J., 2014. Effects of Disaster Prevention of a Coastal Forest Considering Wave Attenuation Ability. Journal of the Korean Society of Hazard Mitigation, 14, 381-388. https://doi.org/10.9798/KOSHAM.2014.14.5.381
  18. Lee, W.D., Park, J,R., Jeon, H.S., Hur, D.S., 2016. A Study on Stable Generation of Tsunami in Hydraulic/Numerical Wave Tank. Journal of the Korean Society of Civil Engineers, 36, 805-817. https://doi.org/10.12652/Ksce.2016.36.5.0805
  19. Lee, W.D., Kim, J.O., Park, J.R., Hur, D.S., 2018. Effects of Tsunami Waveform on Overtopping and Inundation on a Vertical Seawall. Journal of Korea Water Resources Association, 56(8), 643-654. https://doi.org/10.3741/JKWRA.2018.51.8.643
  20. Li, Y., 2000. Tsunami : Non-breaking and Breaking Solitary Wave Run-up. Laboratory of Hydraulics and Water Resources, California Institute of Technology, Report KH-R-60, 221.
  21. Liu, H., Sakashita, T., Sato, S., 2014. An Experimental Study on the Tsunami Boulder Movement. Proceedings of the 34th International Conference on Coastal Engineering, ASCE, Seoul, Korea.
  22. Liu, P.L.-F., Simarro, G., Vandever, J., Orfila, A., 2006. Experimental and Numerical Investigation of Viscous Effects on Solitary Wave Propagation in a Wave Tank. Coastal Engineering, 53, 181-190. http://dx.doi.org/10.1016/j.coastaleng.2005.10.008
  23. Nouri, Y., Nistor, I., Palermo, D., 2010. Experimental Investigation of Tsunami Impact on Free Standing Structures. Coastal Engineering Journal, 52, 43-70. https://doi.org/10.1142/S0578563410002117
  24. Ohyama, T., Nadaoka, K., 1991. Development of a Numerical Wave Tank for Analysis of Non-linear and Irregular Wave Field. Fluid Dynamics Research, 8, 231-251. https://doi.org/10.1016/0169-5983(91)90045-K
  25. Park, H.S., Cox, T.D., Lynett, P.J., Wiebe, D.M., Shin, S.W., 2013. Tsunami Inundation Modeling in Constructed Environments: A Physical and Numerical Comparison of Free-Surface Elevation, Velocity, and Momentum Flux. Coastal Engineering, 79, 9-21. http://dx.doi.org/10.1016/j.coastaleng.2013.04.002
  26. Qu, K., Ren, X.Y., Kraatz, S., Zhao, E.J., 2017a. Numerical Analysis of Tsunami-Like Wave Impact on Horizontal Cylinders. Ocean Engineering, 145, 316-333. http://dx.doi.org/10.1016/j.oceaneng.2017.09.027
  27. Qu, K., Ren, X.Y., Kraatz, S., 2017b. Numerical Investigation of Tsunami-Like Wave Hydrodynamic Characteristics and its Comparison with Solitary Wave. Applied Ocean Research, 63, 36-48. http://dx.doi.org/10.1016/j.apor.2017.01.003
  28. Rossetto, T., Allsop, W., Charvet, I., Robinson, D., 2011. Physical Modelling of Tsunami using a New Pneumatic Wave Generator. Coastal Engineering, 58, 517-527. http://dx.doi.org/10.1016/j.coastaleng.2011.01.012
  29. Synolakis, C.E., 1986. The Run-up of Long Waves. Ph.D. Thesis, California Institute of Technology, USA.
  30. Synolakis, C.E., 1987. The Run-up of Solitary Waves. Journal of Fiuid Mechanics, 185, 523-545. https://doi.org/10.1017/S002211208700329X
  31. Tonkin, S., Yeh, H., Kato, F., Sato, S., 2003. Tsunami Scour around a Cylinder. Journal of Fluid Mechanics, 496, 165-192. https://doi.org/10.1017/S0022112003006402
  32. Zelt, J.A., 1991a. The Run-up of Non-breaking and Breaking Solitary Waves. Coastal Engineering, 15, 205-246. https://doi.org/10.1016/0378-3839(91)90003-Y
  33. Zelt, J.A., 1991b. Overland Flow from Solitary Waves. Journal of Waterway, Prot, Coastal and Ocean Engineering, ASCE, 117, 247-263. https://doi.org/10.1061/(ASCE)0733-950X(1991)117:3(247)