JKSCE
KSCE JOURNAL OF CIVIL AND
ENVIRONMENTAL ENGINEERING RESEARCH
KSCE
Contact
ISSN : 1015-6348 (Print)
ISSN : 2799-9629 (Online)
Mobile QR Code
Journal of the Korean Society of Civil Engineers
ISO Journal Title
KSCE J. Civ. Environ. Eng. Res.
Open Access, Bi-monthly
Main Menu
Main Menu
최근호
Current Issue
논문집
Journal Archive
저널소개
About Journal
편집위원회
Editorial Board
논문투고안내
For Authors and Reviewers
윤리규정
Publication Ethics
Principles of Transparency and Best Practice
Business Model
연락처
Contact Info
논문투고
E-submission
Journal Search
Home
All Issues
2019-04
(v.39 n.2)
10.12652/Ksce.2019.39.2.0247
Journal XML
XML
PDF
INFO
REF
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.