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.
Chow, V. T. (1959). Open-channel hydraulics, McGraw Hill Book Company, Inc.
Govinda Rao, N. S. and Muralidhar, D. (1963). "Discharge characteristics of weirs
of finite-crest width." Houille Blanche, Vol. 18, pp. 537-545.
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).
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).
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.
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.
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.
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.