Browse > Article
http://dx.doi.org/10.3741/JKWRA.2005.38.4.259

Flood Inundation Analysis from Levee Failure in Nakdong River  

Jeon, Min-Woo (Dept. of Civil Eng., Chungbuk National Univ.)
Han, Kun-Yeun (Dept. of Civil Eng., Kyungpook National Univ.)
Choi, Kyu-Hyun (Korea Institute of Construction Technology.)
Publication Information
Journal of Korea Water Resources Association / v.38, no.4, 2005 , pp. 259-269 More about this Journal
Abstract
One- and two-dimensional coupling model has been developed to analyze the flood inundation aspect of protected lowland. One-dimensional model solves the Saint-Venant equations by the Preissmann method, and two-dimensional model solves the shallow water equation by the integrated finite difference method. The coupling model approximates unsteady supercritical and subcritical flow, backwater flooding effects, and escaping and returning flow from two-dimensional flow model to channel system. The model has been applied to the levee failure in the Nakdong river during September 13 through 15, 2000. Velocity distributions and inundated depths were presented to demonstrate model simulation results.
Keywords
flood analysis; levee break; 2D inundation model;
Citations & Related Records
Times Cited By KSCI : 7  (Citation Analysis)
연도 인용수 순위
1 Stoker, J.J. (1957). Water Waves., Inter-Science Publishers, pp. 333-341
2 Strelkoff, T., Schamber, D. R., and Katopodes, M.D.(1977). 'Comparative Analysis of Roution Techniques for the Floodwave from a Routing Dam.' Proc. of the Dam-Break Flood Routing Workshop, Water Resources Council, pp. 229-291
3 Whitham, G.B. (1955). 'The Effect of Hydraulic Resistance on the Dam-Break Problem.' Proc. of Royal Society of London, No. 1170, pp. 399-407
4 Xanthopoulos, T., and Koutitas, C. (1976). 'Numerical Simulation of a Two-Dimensional Flood Wave Propagation Due to Dam Failure.' J. of Hydraulic Research, IAHR, pp, 321-331
5 Land, L.F. (1980). 'Evaluation of Selected Dam-Break Flood Wave Models by Using Field Data.' USGS, WRI 80-44, pp. 1-54
6 Ponce, V.M., and Tsivoglou, A. J. (1981). 'Modeling Gradual Dam Breaches.' J. of Hyd. Div., ASCE, Vol. 107. No. HY 7, pp. 829-838
7 Rajar, R. (1978). 'Mathematical Simulation of Dam-Break Flow.' J. of Hyd. Div., ASCE, Vol. 107, No. HY 7, pp. 1011-1026
8 Sakkas, J. G., and Strelkoff, T. (1973). 'Dam Break Flood in a Prismatic Dry Bed.' J. of Hyd. Div., ASCE, Vol. 99, No. HY 12, pp. 2195-2216
9 Schoklitsch, A. (1917). 'Uber Dambruchwellen.' Sitznnings-Breicht der Akademic der Wissenschaften, Vienna, Vol. 126, pp. 1489-1514
10 Han, K.Y. Kim, K.S., and Choi, K.H. (2004). 'Inundation Analysis for Basinwide Flood Management.' Proc. of 3rd Seminar on the Technology of Disaster Management on Urban Flood, Seoul. Korea
11 Hromadka II, T.V., and DeVries, J.J. (1985). 'A Two-Dimensional Dam-Break Model of the Orange County Reservoir.' Int. Symposium on Urban Hydrology, Hydraulic Infrastructures and Water Quality Control, Univ. of Kentucky
12 Iwasa, Y., and Inoue, I.K. (1982). 'Mathematical Simulations of Channel and Overland Flows in View of Flood Disaster Engineering.' J. of National Disaster Science, Vol. 4, No. 1, Kyoto Univ., pp. 1-30
13 Katopodes, N., and Strelkoff, T. (1978). 'Computing Two-Dimensional Dam-Break Flood Waves.' J. of Hyd. Div., ASCE, Vol. 104, No. HY 9, ASCE, pp. 1269-1288
14 Dressler, R.F. (1952). 'Hydraulic Resistance Effects upon the Dam-Break Functions.' J. of Research, National Bureau of Standard, Vol. 49, No. 3, pp. 217-225   DOI
15 Evans, E.P., and Lany, P.H. (1983). 'Mathemetical Model of Overbank Spilling and Urban Flooding.' Int. Conf. on Hydraulic Aspects of Floods & Flood Control, London, England
16 한건연, 이종석, 김상호 (1997b). '댐 및 하천제방에 대한 위험도 해석기법의 개발: II. 적용 예', 한국수자원학회논문집, 제30권, 제6호, pp. 681-698   과학기술학회마을
17 Fread, D.L. (1985) 'Channel Routing.' in Anderson, M.G.,and Burt, T.P.(eds), Hydrological Forecasting, John Wiley & Sons, New York, pp. 437-503
18 Han, K.Y., Lee, J.T., and Park, J.H. (1998). 'Flood Inundation Analysis Resulting from Levee Break.' Journal of Hydraulic Research, Vol. 36, No. 5, pp. 747-760   DOI   ScienceOn
19 Han, K.Y., Lee, J.T., and Choi, K.H. (2003). 'Levee Breach and Flod Inundation in Urban Areas.' Proc. of 30th IAHR Congress, Greece
20 有賀世治. (1997). '有提河川의 波提에 의한 氾濫區域推定에 關한 實證的 硏究.' (第1報)(第2報), 東海大學紀要, NO.1, NO.2
21 西原 巧. (1981, 1982). '氾濫解析과 그의 現地流域에의 適用'(I),(II),(III), 水利科學.
22 Chen, C.L. (1980). 'Laboratory Verification of a Dam-Break Flood Model.' J. of Hyd. Div., ASCE, Vol. 106, No. HY 4 : pp. 535-556
23 Chen, C. L., and Armbruster, J.T. (1980). 'Dam-Break Wave Model : Formulation and Verification.' J. of Hyd. Div., ASCE, Vol. 106, No. HY 5, pp. 747-767
24 이홍래, 한건연, 김상호, 최현상 (1998a). '하천홍수범람 해석을 위한 수치모형의 개발: I.GIS와의 연계해석.' 한국수자원학회논문집, 제31권, 제4호, pp. 415-427   과학기술학회마을
25 이홍래, 한건연, 김상호 (1998b). '하천홍수범람해석을 위한 수치모형의 개발: II. 불확실도 해석.' 한국수자원학회논문집, 제31권, 제4호, pp. 429-437   과학기술학회마을
26 김종해, 한건연, 서규우 (2003). '하천 홍수범람모의를 위한 불확실도 해설기법의 적용.' 한국수자원학회 논문집, 제36권, 제4호, pp. 661-671   과학기술학회마을   DOI   ScienceOn
27 최규현, 한건연 (2005a). '댐 붕괴 해석을 위한 2차원 홍수범람모형의 개발: I. 이론 및 모형의 검증' 대한토목학회논문집, 제25권, 제2B호, pp. 135-142
28 최규현, 한건연 (2005b). '댐 붕괴 해석을 위한 2차원 홍수범람모형의 개발: II. 적용 예' 대한토목학회논문집, 제25권 제2B호, pp. 143-149
29 한건연, 이종석, 김상호 (1997a). '댐 및 하천제방에 대한 위험도 해석기법의 개발: I. 모형 및 이론', 한국수자원학회논문집, 제30권, 제6호, pp. 679-690   과학기술학회마을
30 영남일보, 한국일보 (2000). 신문기사내용