All Issue

2021 Vol.41, Issue 3 Preview Page

Water Engineering

June 2021. pp. 219-227
Abstract
References
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
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
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
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
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
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
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
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
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
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
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
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
Information
  • Publisher :Korean Society of Civil Engineers
  • Publisher(Ko) :대한토목학회
  • Journal Title :KSCE JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING RESEARCH
  • Journal Title(Ko) :대한토목학회 논문집
  • Volume : 41
  • No :3
  • Pages :219-227
  • Received Date :2020. 11. 20
  • Revised Date :2020. 12. 01
  • Accepted Date : 2020. 12. 08