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[1]Assier-Rzadkiewicz, S., Mariotti, C., and Heinrich, P., "Numerical Simulation of Submarine Landslides and their hydraulic effects,” J. waterway, port, Coastal and Ocean Engineering, Vol. 123, No. 4, pp. 149-157, 1997. [2]Balmforth, N. J. and Liu, J. J., “Roll waves in mud,” J. Fluid Mech., Vol. 519, pp. 33-54, 2004. [3]Bird, R. B., Dai, G. C., and Yarusso, B. J., “The rheology and flow of viscoplastic materials,” Rev of Chemical Engrg., Vol. 1, No. 1, pp. 1-70, 1983. [4]Borrero, J., Yeh H., Peterson, C., Chadha, R. K., Latha, G. and Katada, T., “Learning from earthquakes: The great Sumatra earthquake and Indian Ocean tsunami of December 26, 2004,” EERI Special Earthquake Report, March 2005. [5]Brørs, B., “Numerical modeling of flow and scour at pipelines,” J. Hydr. Eng. Vol. 125, pp. 511–523, 1999. [6]Chuang, M. H., “Developing a Two-way Coupled of Moving Solid Method for Solving Landslide Generated Tsunamis,” Master dissertation, National Central University, 2009. [7]Clowes and Sons, Ltd., “Numerical simulation of pipeline local scour with lee-wake effects,” Int. J. Offshore Polar Eng., Vol. 10, pp. 195–199, 2000. [8]Colicchio, G., Colagrossi, A., Greco, M. and Landrini, M., “Free-surface flow after a dam Break: a comparative study,” Ship Technol, Res. Vol. 49, No. 3, pp. 95–104, 2002. [9]Danielsen, F., Sorensen, M. K., Olwig, M. F., Selvam, V., Parish, F., Burgess, N. D., Hiraishi, T., Karunagaran, V. M., Rasmussen, M. S., Hansen, L. B., Quarto A., Suryadiputra, N., “The Asian tsunami: a protective role for coastal vegetation,” Science Vol. 310, pp. 643, 2005. [10]Dey, S., Bose, S.K. and Sastry, G.L.N. 1, “Clear water scour at circular piers: a model,” Journal of Hydraulic Engineering, Vol. 121, No. 12, pp. 869-876, 1995. [11]Dey, S., and Barbhuiya, A. K., “Turbulent flow field in a scour hold at a semicircular abutment,” Can. J. Eng., Vol. 32, pp. 213-232, 2005. [12]Ettema, R., Kirkil, G. and Muste, M., “Similitude of large-scale turbulence in experiments on local scour at cylinders,” Journal of Hydraulic Engineering, ASCE Vol. 132, No. 1, pp. 33–40, 2006. [13]Fukui, Y., Nakamura, M., Shiraishi, H., and Sasaki, Y., “Hydraulic study on tsunami,” Coastal Engineering, Japan, Vol. 6, pp. 67–82, 1963a. [14]Harlow, F. H. and Welch, J. E., 1965, “Numerical calculation of time-dependent viscous incompressible flow of fluid with a free surface,” Phys. Fluids, Vol. 8, pp. 2182-2189, 1965. [15]Hirt, C. W., Nichols, B. D. and Romero, N. C., “SOLA-a numerical solution algorithm for transient fluid flows,” Los Alamos Scientific Laboratory, LA-582, pp. 1-50, 1975. [16]Hirt, C. W. and Nichols, B. D., “Volume of Fluid (VOF) method for the dynamics of free surface boundaries,” J. Comput. Phys., pp.201-225, 1981. [17]Huang, X. and Garcia, M. H., “A HerschalYHulkley model for mud flow down a slope,” J. Fluid Mech., Vol. 374, pp. 305-333, 1998. [18]International Tsunami Survey Team (ITST) “The 26 December 2004 Indian Ocean tsunami:Initial findings from Sumatra,” Western Coastal and Marine Geology, U.S. Geological Survey, 2005, Internet Resource, http://walrus.wr.usgs.gov/tsunami/sumatra05/. [19]Julien, P. Y. and Lan, Y., “Rheology of hyperconcentrations,” J. Hydraul. Eng. ASCE, Vol. 117, pp. 346-353, 1991. [20]Kobayashi, N. and Lawrence, A. R., “Cross-shore sediment transport under breaking solitary waves,” J. Geophys. R. Vol. 109, C03047, 2004. [21]Lacey, G., “Stable channels in alluvium,” Paper 4736, Minutes of the Proc., Institution of civil Engineers, William, 1930. [22]Liu, P. L. F., Wu, T. R., Raichlen, Synolakis, C. E. and Borrero, J. C., “Runup and rundown generated by three-dimensional sliding masses,” J. Fluid Mech, pp. 107-144, 2005. [23]Liu, K.F. and Mei, C.C., “Slow spreading of a sheet of Bingham fluid on an inclined plane,” J. Fluid Mech. Vol. 207, pp. 505-529, 1989. [24]Liu, X. and García, M. H., “A three-dimensional numerical model with free water surface and mesh deformation for local sediment scour,” Journal of Waterway, Port, Coastal, and Ocean Engineering, Vol. 134, No. 4, pp. 203-217, 2008. [25]Mao, Y., “The interaction between a pipeline and an erodible bed,” PhD dissertation, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, Lyngby, Denmark, 1986. [26]Mascarenhas, A., Jayakumar, S., “An environmental perspective of the post-tsunami scenario along the coast of Tamil Nadu, India: Role of sand dunes and forests,” Journal of Environmental Management, Vol. 89, pp. 24–34, 2008. [27]Melville, B. W., and Raudkivi, A. J., “Flow characteristics in local scour at bridge piers,” Journal of Hydraulic Research, Vol. 15, No. 4, pp. 373-380, 1977. [28]Mei, C. C. and Yuhi, M., “Slow flow of a Bingham fluid in a shallow channel of finite width,” J. Fluid Mech., Vol. 431, pp. 135-159, 2001. [29]Monaghan, J. J. and Kos, A., “Scott Russell’s wave generator,” Phys. Fluids, Vol. 12, No. 3, pp. 622–630, 2000. [30]Monaghan, J. J., “Simulating free surface flows with SPH,” J. Comput. Phys, Vol. 110, pp. 399–406, 1994. [31]Monaghan, J. J., “Smoothed particle hydrodynamics,” Rep. Prog. Phys, Vol. 68, pp. 1703–1759, 2005. [32]Ng, C. and Mei, C.C., “Roll waves on a shallow layer of mud modeled as a power-law fluid,” J. Fluid Mech. Vol. 263, pp. 151-183, 1994. [33]Noguchi, K., Sato, S. and Tanaka, S. “Large-scale experiments on tsunami overtopping and bed scour around coastal revetment,” Proc. Coastal Eng. Vol. 44, pp. 296–300, 1997. [34]O’Brien, J.S. and Julien, P.Y., “On the importance of mudflow routing,” Proceedings of the 2nd International Conference on Debris Flow Hazards Mitigation, Taipei, Taiwan, Aug. 16-18, pp. 677-686, 2000. [35]Olsen, N. R. B., and Melaaen, M. C., “Three-dimensional calculation of scour around cylinder,” J. Hydraul. Eng., Vol. 119, No. 9, pp. 1048-1054, 1993. [36]Olsen, N. R. B., and Kjellesvig, H. M., “Three-dimensional numerical flow modeling for estimation of maximum local scour depth,” J. Hydraul. Res., Vol. 36, No. 4, pp. 579-590, 1998. [37]Osher, S. and Sethian, J. A., “Fronts Propagating with Curvature Dependent Speed: Algorithms Based on Hamilton-Jacobi Formulations,” J. Comput. Phys. 79, 12-49, 1988. [38]Richardson, J. E. and Panchang, V.G., “Three-dimensional simulation of scour-inducing flow at bridge piers,” J. Hydraul. Eng., Vol. 124, No. 5, pp. 530-540, 1998. [39]Roulund, A., Sumer, B. M., Fredsoe, J. and Michelsen, J. “3D mathematical modeling of scour around a circular pile in current,” Proc., 7th Int. Symposium on River Sedimentation and 2nd Int. Symposium on Environmental Hydraulics 98, Hong Kong, 1999. [40]Shao, S. and Lo, E. Y. M., “Incompressible SPH method for simulating Newtonian and non-Newtonian flows with a free surface,” Advances in Water Resources, Vol. 26, pp. 787-800, 2003. [41]Sheppard, D.M., Odeh, M. and Glasser, T., “Large scale clear-water local pier scour experiments,” Journal of Hydraulic Engineering, ASCE Vol. 130, No. 10, pp. 957–963, 2004. [42]Tanaka, N., Nandasena, N. A. K., Jinadasa, K. B. S. N., Sasaki, Y., Tanimoto, K., Mowjood, M. I. M., “Developing effective vegetation bioshield for tsunami protection,” Civil Engineering and Environmental Systems, Vol. 26, No. 2, pp. 163—180, 2009. [43]Uda, T., Omata, A. and Yokoyama, Y., “Experimental study on tsunami run-up – the effects of coastal topography and structures against tsunami run-up,” Technical Note of Public Works Research Institute 2486, 1987. [44]Wu, T. R., “A numerical study of three-dimensional breaking waves and turbulence effects,” PhD dissertation, Cornell University, 2004. [45]Zhao, M., Cheng, L. and Zang, Z., “Experimental and numerical investigation of local scour around a submerged vertical circular cylinder in steady currents,” Coastal Engineering, Vol. 57, pp. 709–721, 2010. [46]Zhao, Z. and Fernando, H. J. S., “Numerical simulation of scour around pipelines using an Euler-Euler coupled two phase model,” Env. Fluid Dyn., Vol. 7, No. 2, pp. 121-142, 2007. [47]交通部,「橋梁設計規範」,民國98年12月頒布。 [48]吳祚任,「2011日本大海嘯之研究與省思」,土水會刊,第三十八卷第二期,2011年3月。 [49]財團法人中華顧問工程司,「莫拉克颱風雙園大橋災害致災原因分析研究委託服務工作─期初報告書」,交通部公路總局第三區養護工程處,2010年4月。 [50]國道45號線、5本の橋が落下,TBS系JNN,2011年3月12日。取自http://news.tbs.co.jp/newsi_sp/shinsai2011/tbs_newseye4671736.html [51]國道45號の橋流失6カ所に=國交省,時事通信,2011年3月12日。取自http://news.nicovideo.jp/watch/nw40990
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