Anastasiou, K, and Chan, C.T (1997) Solution of the 2D shallow water equations using the finite volume method on unstructured triangular meshes.
International Journal of Numerical Methods in Fluids, Vol. 24, pp. 1225-1245. 10.1002/(SICI)1097-0363(19970615)24:11<1225::AID-FLD540>3.0.CO;2-D.
Delis, A.I, Kazolea, M, and Kampanis, N.A (2008) A robust high-resolution finite volume scheme for the simulation of long waves over complex domains.
International Journal of Numerical Methods in Fluids, Vol. 56, pp. 419-452. 10.1002/fld.1537.
Fread, D.L, and Lewis, J.M (1988).
NWS FLDWAV model: Theoretical description and user documentation, National Weather Service. Silver Spring, Maryland.
Gallien, T.W, Schubert, J.E, and Sanders, B.F (2011) Predicting tidal flooding of urbanized embayments: a modeling framework and data requirements.
Coastal Engineering, Vol. 58, pp. 567-577. 10.1016/j.coastaleng.2011.01.011.
Guinot, V (2011) Multiple porosity shallow water models for macroscopic modelling of urban floods.
Advances in Water Resources, Vol. 37, pp. 40-72. 10.1016/j.advwatres.2011.11.002.
Kim, B, Kim, T.H, Kim, J.H, and Han, K.Y (2014) A well-balanced unsplit finite volume model with geometric flexibility.
Journal of Vibroengineering, Vol. 16, pp. 1574-1589.
Kim, B, and Sanders, B.F (2016) Dam-Break flood model uncertainty assessment: Case Study of Extreme Flooding with Multiple Dam Failures in Gangneung, South Korea.
Journal of Hydraulic Engineering- ASCE, Vol. 145, No. No. 5, pp. 1-18. 10.1061/(asce)hy.1943-7900.0001097.
Kim, B, Sanders, B.F, Famiglietti, J.S, and Guinot, V (2015) Urban flood modeling with porous shallow- water equations: A case study of model errors in the presence of anisotropic porosity.
Journal of Hydrology, Vol. 523, pp. 680-692. 10.1016/j.jhydrol.2015.01.059.
Kim, T.H (2013).
Flood risk mapping based on the fuzzy MCDM by combining inland and river inundations with basin runoff Ph.D. Dissertation. Kyungpook National University, Daegu, South Korea.
Ku, Y.H, Song, C.G, Park, Y.S, and Kim, Y.D (2015) A study on the field application of Nays2D model for evaluation of riverfront facility flood risk.
Journal of the Korean Society of Civil Engineers, Vol. 35, No. No. 2, pp. 579-588. 10.12652/Ksce.2015.35.3.0579.
Liao, C.B, Wu, M.S, and Liang, S.J (2007) Numerical simulation of a dam break for an actual river terrain environment.
Hydrological Processes, Vol. 21, No. No. 4, pp. 447-460. 10.1002/hyp.6242.
Ministry of Construction and Transportation (MCT) (2004).
Hydrological Annual Report in Korea.
Ministry of Land Transport and Maritime Affairs (MLTM) (2009).
Hydrological Annual Report in Korea.
Ministry of Land Infrastructure and Transport (MOLIT) (2012).
Report on Four Major River Restoration Project (Nakdong River).
Ministry of Land Infrastructure and Transport (MOLIT) (2016)
Establishment of Flood Information Flood Information System in Waterfront area around Yeongsan and Seomjin River Basin.
Park, K.B, Moon, S.C, Kim, M.J, and Ahn, S.S (2015). Analysis of 2-d hydraulic characterization of the multi-functional weirs upstream for water friendliness.
Proceedings of 2015 Conference on KSCE and Civil Expo. Gunsan, Korea: p 189-190.
Sangju-si (2014)
Construction of National Leisure Campground for Nakdong River in Sanju area.
Sung, J.H, Kim, C.H, Lee, J.H, Won, Y.S, and Shin, W.G (2015) Provision of flood prediction and information in waterfront area.
Water and Future-KWRA, Vol. 48, No. No. 1, pp. 44-50.
Toro, E.F (2001).
Shock-Capturing Methods for Free-Surface Shallow Flows. John Wiley & Sons, Chichester, UK.
Tsubaki, R, and Fujita, I (2010) Unstructured grid generation using LiDAR data for urban flood inundation modelling.
Hydrological Processes, Vol. 24, pp. 1404-1420. 10.1002/hyp.7608.
Valiani, A, Caleffi, V, and Zanni, A (2002) Case study: Malpasset dam-break simulation using a two-dimensional finite volume method.
Journal of Hydraulic Engineering-ASCE, Vol. 128, No. No. 5, pp. 460-472. 10.1061/(ASCE)0733-9429(2002)128:5(460).
Wang, Y, Liang, Q, Kesserwani, G, and Hall, J.W (2011) A 2D shallow-water model for practical dam-break simulations.
Journal of Hydraulic Research, Vol. 49, No. No. 3, pp. 307-16. 10.1080/00221686.2011.566248.