Alcrudo, F. and Benkhaldoun, F. (2001). "Exact solutions to the Riemann problem of the shallow water equations with a bottom step." Comput. & Fluids, Vol. 30, No. 6, pp. 643-671.10.1016/S0045-7930(01)00013-5
Chow, V. T. (1959). Open-channel hydraulics, McGraw Hill Book Company, Inc.PMC2537784
Govinda Rao, N. S. and Muralidhar, D. (1963). "Discharge characteristics of weirs of finite-crest width." Houille Blanche, Vol. 18, pp. 537-545.10.1051/lhb/1963036
Henderson, F. M. (1966). Open channel flow, Macmillan Publishing Co., Inc.
Horton, R. E. (1907). Weir experiments, coefficients, and formulas, Water-Supply and Irrigation Paper No. 200, USGS.
Hwang, S.-Y. (2013a). "Exact and approximate Riemann solvers for the shallow-water flows over a step." Proc. KWRA Conf., KWRA, p. 575 (in Korean).
Hwang, S.-Y. (2013b). "Exact solutions of the Riemann problem for the shallow-water flow over a step to the dry-bed." Proc. 39th KSCE Conf., KSCE, pp. 1515-1518 (in Korean).
Hwang, S.-Y. (2014). "A study on imposing exact solutions as internal boundary conditions in simulating the shallow-water flows over a step." J. Korean Soc. Civ. Eng., KSCE, Vol. 34, No. 2, pp. 479- 492 (in Korean).10.12652/Ksce.2014.34.2.0479
Hwang, S.-Y. (2015a). "2D numerical simulations for shallow-water flows over a side weir." Journal KWRA, Vol. 48, No. 11, pp. 957-967 (in Korean).
Hwang, S.-Y. (2015b). "2D numerical simulations for shallow-water flows over discontinuous topography." Proc. 41th KSCE Conf., KSCE, pp. 183-184 (in Korean).
Hwang, S.-Y. (2015c). "A novel scheme to depth-averaged model for analyzing shallow-water flows over discontinuous topography." J. Korean Soc. Civ. Eng., Vol. 35, No. 6, pp. 1237-1246 (in Korean).10.12652/Ksce.2015.35.6.1237
Hwang, S.-Y. (2016). "Numerical analysis with depth-averaged model for evaluating overflow of side weir." Proc. 42th KSCE Conf., KSCE, pp. 210-211 (in Korean).
Hwang, S.-Y. (2018). "Influence of thrust by discontinuous topography in analyzing shallow-water flow." Proc. 44th KSCE Conf., KSCE, pp. 95-96 (in Korean).
Hwang, S.-Y. and Lee, S. H. (2012). "An application of the HLLL approximate Riemann solver to the shallow water equations." J. Korean Soc. Civ. Eng., Vol. 32, No. 1, pp. 21-27 (in Korean).
Kim, S. H. (2013). Analysis on flood-control effect of side-weir detention basin considering the flow pattern over the weir, Mater΄s thesis, Myongji University (in Korean).
LeVeque, R. J. (2002). Finite volume method for hyperbolic problems, Cambridge Univ. Press.10.1017/CBO9780511791253
Linde, T. (2002). "A practical, general-purpose, two-state HLL Riemann solver for hyperbolic conservation laws." Int. Journal Numer. Meth. Fluids, Vol. 40, No. 3-4, pp. 391-402.10.1002/fld.312
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
Weiyan, T. (1992). Shallow water hydrodynamics, Elsevier Science Publishers.
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." Int. Journal Numer. Meth. Fluids, Vol. 38, No. 8, pp. 769-788.10.1002/fld.243
- Publisher :Korean Society of Civil Engineers
- Publisher(Ko) :대한토목학회
- Journal Title :JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS
- Journal Title(Ko) :대한토목학회 논문집
- Volume : 39
- No :1
- Pages :175-181
- Received Date :2018. 11. 22
- Accepted Date : 2018. 12. 12