Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Alcrudo, F. and Benkhaldoun, F. (2001). "Exact solutions to the Riemann problem of the shallow water equations with a bottom step." Computers & Fluids, Vol. 30, No. 6, pp. 643-671. 10.1016/S0045-7930(01)00013-5 DOI
2 
Batten, P., Lambert, C. and Causon, D. M. (1996). "Positively conservative high-resolution convection schemes for unstructured elements." International Journal for Numerical Methods in Engineering, Vol. 39, No. 11, pp. 1821-1838. 10.1002/(SICI)1097-0207(19960615)39:11<1821::AID-NME929>3.0.CO;2-E DOI
3 
Chinnayya, A., LeRoux, A. Y. and Seguin, N. (2004). "A well- balanced numerical scheme for the approximation of the shallow- water equations with topography: The resonance phenomenon." International Journal on Finite Volumes, Vol. 1, No. 1, pp. 1-33.
4 
Henderson, F. M. (1966). Open channel flow, Macmillan Publishing Co., Inc., New York, USA.
5 
Hwang, S. Y. (2014). "A study on imposing exact solutions as internal boundary conditions in simulating the shallow-water flows over a step." Journal of the Korean Society of Civil Engineers, KSCE, Vol. 34, No. 2, pp. 479-492 (in Korean). 10.12652/Ksce.2014.34.2.0479 DOI
6 
Hwang, S. Y. (2015a). "2D numerical simulations for shallow- water flows over a side weir." Journal of Korea Water Resources Association, KWRA, Vol. 48, No. 11, pp. 957-967 (in Korean). 10.3741/JKWRA.2015.48.11.957 DOI
7 
Hwang, S. Y. (2015b). "A novel scheme to depth-averaged model for analyzing shallow-water flows over discontinuous topography." Journal of the Korean Society of Civil Engineers, KSCE, Vol. 35, No. 6, pp. 1237-1246 (in Korean). 10.12652/Ksce.2015.35.6.1237 DOI
8 
Hwang, S. Y. (2019). "Flow resistance by discontinuous topography in simulating shallow-water flow." Journal of the Korean Society of Civil Engineers, KSCE, Vol. 39, No. 1, pp. 175-181 (in Korean).
9 
Hwang, S. Y. and Lee, S. H. (2012). "An application of the HLLL approximate riemann solver to the shallow water equations." Journal of the Korean Society of Civil Engineers, KSCE, Vol. 32, No. 1B, pp. 21-27 (in Korean).
10 
IMPACT Project (2001). IMPACT - embankment failure, flooding, erosion, Available at: http://www.impact-project.net (Accessed: November 20, 2020).
11 
Kim, H. S. and Hwang, S. Y. (2019). "Experimental study of wetting and drying over a floodplain by dam-break flows." Proceedings of the KSCE Conference, KSCE, pp. 104-105 (in Korean).
12 
Kim, H. S., Park, M. H. and Hwang, S. Y. (2014). "Experimental study on characteristics of dam-break flow over discontinuity obstacles." Proceedings of the KWRA Conference, KWRA, pp. 721 (in Korean).
13 
Kim, H. S., Park, M. H. and Hwang, S. Y. (2015). "Experiment of wetting and drying for a step by dam-break flows." Proceedings of the KWRA Conference, KWRA, pp. 333 (in Korean).
14 
Lauber, G. and Hager, W. H. (1998). "Experiments to dambreak wave: horizontal channel." Journal of Hydraulic Research, Vol. 36, No. 3, pp. 291-307. 10.1080/00221689809498620 DOI
15 
Lee, K. S. and Lee, S. T. (1998). "Two-dimensional finite-volume unsteady-flow model for shocks." Journal of Korea Water Resources Association, KWRA, Vol. 31, No. 3, pp. 279-290 (in Korean).
16 
Parés, C. and Pimentel, E. (2019). "The Riemann problem for the shallow water equations with discontinuous topography: The wet-dry case." Journal of Computational Physics, Vol. 378, pp. 344-365. 10.1016/j.jcp.2018.11.019 DOI
17 
Prokof'ev, V. A. (2005). "Two-dimensional horizontal numerical model of open flow over a bed with obstacles." Water Resources, Vol. 32, No. 3, pp. 252-264. 10.1007/s11268-005-0034-z DOI
18 
Rosatti, G. and Begnudelli, L. (2010). "The Riemann problem for the one-dimensional, free-surface shallow water equations with a bed step: theoretical analysis and numerical simulations." Journal of Computational Physics, Vol. 229, No. 3, pp. 760-787. 10.1016/j.jcp.2009.10.010 DOI
19 
van Leer, B. (1979). "Towards the ultimate conservative difference scheme Ⅴ. a second order sequel to Godunov's method." Journal of Computational Physics, Vol. 32, No. 1, pp. 101-136. 10.1016/0021-9991(79)90145-1 DOI
20 
Weiyan, T. (1992). Shallow water hydrodynamics, Elsevier Science Publishers, Amsterdam, The Netherland.
21 
Zech, Y. and Soares-Frazão, S. (2007). "Dam-break flow experiments and real-case data. A database from the European IMPACT research." Journal of Hydraulic Research, Vol. 45, No. Supp1, pp. 5-7. 10.1080/00221686.2007.9521827 DOI
22 
Zhou, J. G., Causon, D. M., Ingram, D. M. and Mingham, C. G. (2002). "Numerical solutions of the shallow water equations with discontinuous bed topography." International Journal for Numerical Methods in Fluids, Vol. 38, No. 8, pp. 769-788. 10.1002/fld.243 DOI