References
- 강민구, 박승우 (2003). 'ENO 기법을 이용한 2차원 유한체적 수치모형.' 한국수자원학회논문집, 36권, 1호, pp. 1-13 https://doi.org/10.3741/JKWRA.2003.36.1.001
- 김원 (1999). '고정확도 수치기법을 이용한 하천 천이류 해석모형의 개발.' 박사학위논문, 경북대학교
- 이성태 (1998). '이차원 수리 충격파 모의를 위한 유한체적 비정상 흐름 모형.' 석사학위논문, 서울대학교
- Beffa, C., and Connell, R.J. (2001). 'Two dimensional flood plain flow. I : model description.' J. of Hydrologic Engineering, Vol. 6, No. 5, pp. 397-405 https://doi.org/10.1061/(ASCE)1084-0699(2001)6:5(397)
- Bellos, C. V., Soulis, J. V., and Sakkas. J. G. (1992). 'Experimental investigation of two-dimensional dam-break induced flows.' J. of Hydraulic Reserch, Vol. 30, No. 1, pp. 47-63 https://doi.org/10.1080/00221689209498946
- Billett, S. J., and Toro, E. F. (1997). 'On WAF-Type Schemes for Multidimensional Hyperbolic Conservation Laws.' J. of Computational Physics, Vol. 130, No. 1, pp. 1-24 https://doi.org/10.1006/jcph.1996.5470
- Bradford, S.F., and Sanders, B.F. (2002). 'Finite-volume model for shallow-water flooding of arbitrary topography.' J. of Hydraulic Engineering, Vol. 128, No. 3, pp. 289-298 https://doi.org/10.1061/(ASCE)0733-9429(2002)128:3(289)
- Brocchini, M., Bernetti, R, Mancinelli, A, and Albertini, G. (2001). 'An efficient solver for nearshore flows based on the WAF method.' Coastal Engineering, Vol. 43, pp. 105-129 https://doi.org/10.1016/S0378-3839(01)00009-6
- Fraccarollo, L., and Toro, E.F. (1995). 'Experimental and numerical assessment of the shallow water model for two-dimensional dam-break type problems.' J. of Hydraulic Research, Vol. 33, No. 6, pp. 843-864 https://doi.org/10.1080/00221689509498555
- Glaister, P. (1988). 'Approximate Riemann solutions of the shallow water equations.' J. of Hydraulic Research, 26, No. 3, pp. 293-306 https://doi.org/10.1080/00221688809499213
- Kim, D. H., Kim, W. G., Chae, H. S. and Park, S. G. (2002). 'Development of 2D Dam Break Flow Analysis Model using Fractional Step Method.' Water Engineering Research, Vol. 3, No. 1, pp. 23-30
- Liggett, J. A. (1994). Fluid mechanics, McGraw-Hill
- Mingham, C.G., and Causon, D.M. (1999). 'Calculation of unsteady bore diffraction using a high resolution finite volume method.' J. of Hydraulic Research, Vol. 38, No. 1, pp. 49-56
- Thacker, W. C. (1981). 'Some exact solutions to the nonlinear shallow water wave equations.' J. of Fluid Mechanics, Vol. 107, pp. 499-508 https://doi.org/10.1017/S0022112081001882
- Wang, J.S., Ni, H.G., and He, Y.S. (2000). 'Finite-difference TVD scheme for Computation of dam-break problems.' J, of Hydraulic Engineering, Vol. 126, No. 4, pp. 253-262 https://doi.org/10.1061/(ASCE)0733-9429(2000)126:4(253)
- Weiyan, T. (1992), Shallow water hydrodynamics, Elsevier
- Zhao, D.H., Shen, H.W., Lai, J.S., and Tabios III, G.T. (1996). 'Approximate Riemann solvers in FVM for 2d hydraulic shock wave modeling.' J. of Hydraulic Engineering, ASCE, Vol. 122, No. 12, pp. 692-702 https://doi.org/10.1061/(ASCE)0733-9429(1996)122:12(692)
- Zhao, D.H., Shen, H.W., Tabios III, G.Q., Lai, J.S., and Tan, W.Y. (1994), 'A finite volume two-dimensional unsteady flow model for river basins,' J. of Hydraulic Engineering, ASCE, Vol. 120, No. 7, pp. 863-883 https://doi.org/10.1061/(ASCE)0733-9429(1994)120:7(863)
- Zoppou, C., Stephen, R. (1999), 'Catastrophic collapse of water supply reservoirs in urban areas,' J. of Hydraulic Engineering, ASCE, Vol. 125, No. 7, pp. 686-695 https://doi.org/10.1061/(ASCE)0733-9429(1999)125:7(686)
- Zoppou, C., and Stephen, R. (2000), 'Numerical solution of two-dimensional unsteady dam break.' Applied Mathematical Modelling, Vol. 24, pp. 457-475 https://doi.org/10.1016/S0307-904X(99)00056-6
Cited by
- Development of Two-dimensional Finite Volume Model Applicable to Mixed Meshes vol.44, pp.2, 2011, https://doi.org/10.3741/JKWRA.2011.44.2.109
- A Study on Simulation of Dam-Break Wave Using a Three-Dimensional Numerical Model vol.12, pp.2, 2012, https://doi.org/10.9798/KOSHAM.2012.12.2.181
- Applicability Evaluation of Flood Inundation Analysis using Quadtree Grid-based Model vol.46, pp.6, 2013, https://doi.org/10.3741/JKWRA.2013.46.6.655