Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Abderrezzak, K. E., Paquier, A. and Mignot, E. (2009). "Modelling flash flood propagation in urban areas using a two-dimensional numerical model." Natural Hazards, Vol. 50, pp. 433-460.DOI
2 
Aizinger, V. and Dawson, C. (2002). "A discontinuous Galerkin method for two-dimensional flow and transport in shallow water." Adv. Water Resour., Vol. 25, No. 1, pp. 67-84.DOI
3 
Bates, P. D., Wilson, M. D., Horritt, M. S., Mason, D., Holden, N. and Currie, A. (2006). "Reach scale floodplain inundation dynamics observed using airborne Synthetic Aperture Radar imagery: data analysis and modeling." Journal Hydrol., Vol. 328, pp. 306-318.DOI
4 
Begnudelli, L. and Sanders, B. F. (2007). "Conservative wetting and drying methodology for quadrilateral grid finite-volume models." Journal Hydraul. Eng., Vol. 133, No. 3, pp. 312-322.DOI
5 
Begnudelli, L., Sanders, B. F. and Bradford, S. F. (2008). "An adaptive Godunov-based model for flood simulation." Journal Hydraul. Eng., Vol. 134, No. 6, pp. 714-725.DOI
6 
Causon, D. M., Ingram, D. M., Mingham, C. G., Yang, G. and Pearson, R. V. (2000). "Calculation of shallow water flows using a Cartesian cut cell approach." Adv. Water Resour., Vol. 23, No. 5. pp. 545-562.DOI
7 
Cea, L. and Vázquez-Cendón, M. E. (2010). "Unstructured finite volume discretization of two dimensional depth-averaged shallow water equations with porosity." Int. Journal Num. Meth. Fluid., Vol. 63, pp. 903-930.
8 
Chow, V. T. (1973). Open-channel hydraulics. International ed. Singapore: McGraw-Hill.
9 
Engman, E. T. (1996). "Roughness coefficients for routing surface runoff." Journal Irrig. Drain. Eng., Vol. 112, No. 1, pp. 39-53.DOI
10 
Ern, A., Piperno, S. and Djadel, K. (2008). "A well-balanced Runga- Kutta discontinuous Galerkin method for shallow-water equations with flooding and drying." Int. Journal Num. Meth. Fluid., Vol. 58, No. 1, pp. 1-25.DOI
11 
Ernst, J., Dewals, B. J., Detrembleur, S., Archambeau, P., Erpicum, S. and Pirotton, M. (2010). "Micro-scale flood risk analysis based on detailed 2D hydraulic modelling and high resolution geographic data." Nat. Hazards, Vol. 55, pp. 181-209.DOI
12 
Gallegos, H. A., Schubert, J. E. and Sanders, B. F. (2012). "Structural damage prediction in a high-velocity urban dam-break flood: field-scale assessment of predictive skill." Journal Engineering Mechanics, Vol. 138, No. 10, pp. 1249-1262.DOI
13 
Gallien, T. W., Schubert, J. E. and Sanders, B. F. (2011). "Predicting tidal flooding of urbanized embayments: a modeling framework and data requirements." Coastal Eng., Vol. 58, pp. 567-77.DOI
14 
George, D. L. (2010). "Adaptive finite volume methods with well- balanced riemann solvers for modeling floods in rugged terrain: application to the malpasset dam-break flood (France, 1959)." Int. Journal Numer. Meth. Fluids, Vol. 66, No. 8, pp. 1000-1018.DOI
15 
Guinot, V. (2003). Godunov-type Schemes (An introduction for engineers). Elsevier Science, p. 508.
16 
Horritt, M. S., Di Baldassarre, G., Bates, P. D. and Brath, A. (2007). "Comparing the performance of a 2-D finite element and a 2-D finite volume model of floodplain inundation using airborne SAR imagery." Hydrol. Process., Vol. 21, No. 20, pp. 2745-2759.DOI
17 
Kelman, I. and Spence, R. (2003). "A flood failure flowchart for buildings." Proc. Inst. Civ. Eng.-Municipal Engineer. Vol. 156, No. 3, pp. 207-214.DOI
18 
Kesserwani, G. and Liang, Q. H. (2012). "Dynamically adaptive grid based discontinuous Galerkin shallow water model." Adv. Water Resour., Vol. 37, pp. 23-39.DOI
19 
Kim, B. and Sanders, B. F. (2016). "Dam-break flood model uncertainty assessment: a case study of extreme flooding with multiple dam failures in Gangneung, South Korea." Journal Hydraul. Eng.-ASCE, Vol. 142, No. 5. pp. 1-18.DOI
20 
Kim, B., Sanders, B. F., Schubert, J. E. and Famiglietti, J. S. (2014). "Mesh type tradeoffs in 2D hydrodynamic modeling of flooding with a Godunov-based flow solver." Adv. Water Resour., Vol. 68, pp. 42-61.DOI
21 
Kim, D. H., Lynett, P. J. and Socolofsky, S. A. (2009). "A depth- integrated model for weakly dispersive, turbulent, and rotational fluid flows." Ocean Modelling. Vol. 27, No. 3-4, pp. 198-214.DOI
22 
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 Hydrol., Vol. 523, pp. 680-692.DOI
23 
Kreibich, H., Piroth, K., Seifert, I., Maiwald, H., Kunert, U., Schwarz, J., Merz, B. and Thieke, A. H. (2009). "Is flow velocity a significant parameter in flood damage modelling?" Nat. Hazards Earth Syst. Sci., Vol. 9, pp. 1679-1692.DOI
24 
Kuiry, S. N., Sen, D. and Bates, P. D. (2010). "Coupled 1D-Quasi-2D Flood Inundation Model with Unstructured Grids." Journal Hydraul. Eng. Vol. 136, No. 8, pp. 493-506.DOI
25 
Liao, C. B., Wu, M. S. and Liang, S. J. (2007). "Numerical simulation of a dam break for an actual river terrain environment." Hyd. Proc., Vol. 21, No. 4, pp. 447-460.DOI
26 
Munson, B. R., Young, D. F. and Okiishi, T. H. (2006). Fundamentals of fluid mechanics, 5th ed., John Wiley & Sons, p. 769.
27 
Néelz, S., Pender, G., Villanueva, I., Wilson, M., Wright, N. G., Bates, P., Mason, D. and Withlow, C. (2006). "Using remotely sensed data to support flood modelling." Proc. Inst. Civ. Eng. -Water Manag., Vol. 159, No. 1, pp. 35-43.DOI
28 
Schubert, J. E. (2009). Landscape Characterization for Flood Inundation Modelling [dissertation]. Nottingham: University of Nottingham.
29 
Schubert, J. E., Sanders, B. F., Smith, M. J. and Wright, N. G. (2008). "Unstructured mesh generation and landcover-based resistance for hydrodynamic modeling of urban flooding." Adv. Water Resour., Vol. 31, pp. 1603-1621.DOI
30 
Singh, J., Altinakar, M. S. and Ding, Y. (2011). "Two-dimensional numerical modeling of dambreak flows over natural terrain using a central explicit scheme." Adv. Water Resour. Vol. 34, No. 10, pp. 1366-1375.DOI
31 
Testa, G., Zuccala, D., Alcrudo, F., Mulet, J. and Soares-Frazão, S. (2007). "Flash flood flow experiment in a simplified urban district." Journal Hydraul. Res., Vol. 45(Extra Issue), pp. 37-44.DOI
32 
Toro, E. F. (2001). Shock-capturing methods for free-surface shallow flows. John Wiley & Sons, Chichester, UK, p. 309.
33 
Wang, Y., Liang, Q., Kesserwani, G. and Hall, J. W. (2011). "A 2D shallow-water model for practical dam-break simulations." Journal Hydraul. Res. Vol. 49, No. 3, pp. 307-316.DOI
34 
Woolhiser, D. A., Smith, R. E. and Goodrich, D. C. (1990). KINEROS, A Kinematic Runoff and Erosion Model: Documentation and User Manual. No. 77, ARS-Publication, USDA-ARS, Tucson, Ariz.
35 
Wright, N. G., Villanueva, I., Bates, P. D., Mason, D. C., Wilson, M. D., Pender, G. and Néelz, S. (2008). "Case study of the use of remotely sensed data for modeling flood inundation on the river Severn, U.K." Journal Hydraul. Eng. Vol. 134, No. 5, pp. 533-540.DOI