Study of the comprehensive risk analysis of dam-break flooding based on the numerical simulation of flood routing. Part I: model development

被引:36
作者
Sun, Ruirui [1 ]
Wang, Xiaoling [1 ]
Zhou, Zhengyin [1 ]
Ao, Xuefei [1 ]
Sun, Xiaopei [1 ]
Song, Mingrui [1 ]
机构
[1] Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
基金
中国国家自然科学基金;
关键词
Dam-break flow; Comprehensive assessment of dam-break consequences; Risk ranking of dangerous reservoirs; Three-dimensional numerical simulation; TOPSIS model; Complex inundation areas; RECTANGULAR SEDIMENTATION TANK; ANALYTIC HIERARCHY PROCESS; SENSITIVITY-ANALYSIS; DECISION-MAKING; FLASH-FLOOD; WASTE-WATER; SELECTION; FAILURE; FLOWS; AHP;
D O I
10.1007/s11069-014-1154-z
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Dam-break floods have been of increasing concern to safety engineers and decision makers. The presence of complex terrain in inundation areas multiplies the simulation difficulty of flood routing. In previous studies, representing the flood routing parameters empirically does not reflect the characteristics of flood routing, which strongly influences the accurate assessment of the dam-break consequences. The basis for carrying out dangerous reservoir reinforcement is just engineering safety, without considering the actual situation of downstream areas. In this study, a comprehensive risk analysis of the dam-break flood was implemented based on the numerical simulation of flood routing. First, coupled with the volume of fluid method, a three-dimensional k-E > turbulence mathematical model was developed for flood routing in complex inundation areas. Then, based on the flow parameters obtained through computational fluid dynamics modeling, the attribute measure methodology was used for the evaluation of consequences combined with the calculation of the dam-break consequences (loss of life, economic loss, social and environmental influence). Furthermore, a methodology containing the combined weight method and the technique for order performance by similarity to ideal solution method was proposed for risk ranking of dangerous reservoirs due to its logical consideration of scalar values that simultaneously account for both the best and worst alternatives. Finally, a sensitivity analysis was performed to provide information about the stability of risk ranking. The aforementioned model and methodology are applied to a case involving five reservoirs in the Haihe River Basin in China for Part II of this study.
引用
收藏
页码:1547 / 1568
页数:22
相关论文
共 56 条
[1]   Modelling flash flood propagation in urban areas using a two-dimensional numerical model [J].
Abderrezzak, Kamal El Kadi ;
Paquier, Andre ;
Mignot, Emmanuel .
NATURAL HAZARDS, 2009, 50 (03) :433-460
[2]   A HIGH-RESOLUTION GODUNOV-TYPE SCHEME IN FINITE VOLUMES FOR THE 2D SHALLOW-WATER EQUATIONS [J].
ALCRUDO, F ;
GARCIANAVARRO, P .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1993, 16 (06) :489-505
[3]  
[Anonymous], PEARL RIVER
[4]  
[Anonymous], 2006, J SAFETY ENV
[5]  
Australian National Committee on Large Dams, 2000, GUID ASS CONS FAIL
[6]   A hybrid approach to concept selection through fuzzy analytic network process [J].
Ayag, Z. ;
Ozdemir, R. G. .
COMPUTERS & INDUSTRIAL ENGINEERING, 2009, 56 (01) :368-379
[7]   CFD modelling approach for dam break flow studies [J].
Biscarini, C. ;
Di Francesco, S. ;
Manciola, P. .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2010, 14 (04) :705-718
[8]  
BROWN CA, 1988, WATER RESOUR BULL, V24, P1303
[9]   Two-dimensional dam break flooding simulation: a GIS-embedded approach [J].
Cannata, Massimiliano ;
Marzocchi, Roberto .
NATURAL HAZARDS, 2012, 61 (03) :1143-1159
[10]   An application of AHP and sensitivity analysis for selecting the best slicing machine [J].
Chang, Che-Wei ;
Wu, Cheng-Ru ;
Lin, Chin-Tsai ;
Chen, Huang-Chu .
COMPUTERS & INDUSTRIAL ENGINEERING, 2007, 52 (02) :296-307