Flood risk zoning of cascade reservoir dam break based on a 1D-2D coupled hydrodynamic model: A case study on the Jinsha-Yalong River

被引:9
作者
Liu, Jiahong [1 ,2 ,3 ]
Song, Tianxu [1 ]
Mei, Chao [1 ,2 ,3 ]
Wang, Hao [1 ,2 ,3 ]
Zhang, Dongqing [1 ]
Nazli, Sana [1 ]
机构
[1] China Inst Water Resources & Hydropower Res, State Key Lab Simulat & Regulat Water Cycle River, Beijing 100038, Peoples R China
[2] Minist Water Resources, Key Lab River Basin Digital Twinning, Beijing 100038, Peoples R China
[3] Minist Water Resources, Engn & Technol Res Ctr Water Resources & Hydrogeol, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
Risk zoning; Dam-break flood; Cascade reservoirs; Coupled hydrodynamic model; Evaluation generation time; SIMULATION; 1D; SYSTEM; IMPACT; SCALE;
D O I
10.1016/j.jhydrol.2024.131555
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Large-scale earthquakes and huge landslide surges may cause the failure of cascade reservoirs, resulting in massive downstream flooding. The flood risk zoning of cascade reservoir dam breaks is crucial for local governments to formulate emergency plans and for individuals to garner their awareness of the flood risks. This paper presents a flood risk zoning approach based on a one-dimensional and two-dimensional coupled hydrodynamic model. The flooding area simulated by the coupled hydrodynamic model was divided into a Deadly Zone (D-zone) and an Escape Zone based on whether there is sufficient time for the public to evacuate the danger area under a specific evacuation generation time (EGT). A case study was conducted on the Jinsha-Yalong River (JYR), a confluence river located in Panzhihua City, to map the risk zones. This study considered a dam-break flood in Yalong River encountering two river flood scenarios in Jinsha River (scenario A: the annual average flow; scenario B: a 1000-year return period flood). Two evacuation scenarios (EGT of 30 and 60 min) were also considered; thereafter, four combined evacuation scenarios (A-EGT30, A-EGT60, B-EGT30, and B-EGT60) were simulated. The coupled hydrodynamic model is demonstrated to be effective through the analysis of water balance and hydrographs of special section discharge. The results show that: (1) in comparison to scenario A, scenario B reached its maximum flood extent approximately 5 min earlier, signifying that flood spread speed increases with the increase in flood magnitude; (2) the D-zone area was 127.7 % larger in scenario A-EGT60 compared to A-EGT30 and 120.8 % larger in scenario B-EGT60 compared to B-EGT30. These findings underscore the importance of flood scenarios and EGT on flood risk zones. The proposed risk zoning method can help government agencies in the JYR and major river regions worldwide with flood management and emergency strategy development.
引用
收藏
页数:12
相关论文
共 51 条
[1]   A comprehensive assessment of water storage dynamics and hydroclimatic extremes in the Chao Phraya River Basin during 2002-2020 [J].
Abhishek ;
Kinouchi, Tsuyoshi ;
Sayama, Takahiro .
JOURNAL OF HYDROLOGY, 2021, 603 (603)
[2]   A GIS Tool for Mapping Dam-Break Flood Hazards in Italy [J].
Albano, Raffaele ;
Mancusi, Leonardo ;
Adamowski, Jan ;
Cantisani, Andrea ;
Sole, Aurelia .
ISPRS INTERNATIONAL JOURNAL OF GEO-INFORMATION, 2019, 8 (06)
[3]   The dam-break problem for eroding viscoplastic fluids [J].
Bates, B. M. ;
Ancey, C. .
JOURNAL OF NON-NEWTONIAN FLUID MECHANICS, 2017, 243 :64-78
[4]   The Nahal Oz Reservoir dam-break flood: Geomorphic impact on a small ephemeral loess-channel in the semi-arid Negev Desert, Israel [J].
Bergman, Nathaniel ;
Sholker, Ofer ;
Roskin, Joel ;
Greenbaum, Noam .
GEOMORPHOLOGY, 2014, 210 :83-97
[5]  
Chen Tingfang, 2007, Wuhan University Journal of Natural Sciences, V12, P699, DOI 10.1007/s11859-006-0321-9
[6]   Urban inundation response to rainstorm patterns with a coupled hydrodynamic model: A case study in Haidian Island, China [J].
Chen, Wenjie ;
Huang, Guoru ;
Zhang, Han ;
Wang, Weiqi .
JOURNAL OF HYDROLOGY, 2018, 564 :1022-1035
[7]   Estimation of the evacuation clearance time based on dam-break simulation of the Huaxi dam in Southwestern China [J].
Cheng, Cuiyun ;
Qian, Xin ;
Zhang, Yuchao ;
Wang, Qingeng ;
Sheng, Jinbao .
NATURAL HAZARDS, 2011, 57 (02) :227-243
[8]   Framework of Spatial Flood Risk Assessment for a Case Study in Quang Binh Province, Vietnam [J].
Chinh Luu ;
Hieu Xuan Tran ;
Binh Thai Pham ;
Al-Ansari, Nadhir ;
Thai Quoc Tran ;
Nga Quynh Duong ;
Nam Hai Dao ;
Lam Phuong Nguyen ;
Huu Duy Nguyen ;
Huong Thu Ta ;
Hiep Van Le ;
von Meding, Jason .
SUSTAINABILITY, 2020, 12 (07)
[9]   A practical probabilistic approach for simulating life loss in an urban area associated with a dam-break flood [J].
EL Bilali, Ali ;
Taleb, Imane ;
Nafii, Ayoub ;
Taleb, Abdeslam .
INTERNATIONAL JOURNAL OF DISASTER RISK REDUCTION, 2022, 76
[10]   High-resolution 2D shallow water modelling of dam failure floods for emergency action plans [J].
Ferrari, Alessia ;
Vacondio, Renato ;
Mignosa, Paolo .
JOURNAL OF HYDROLOGY, 2023, 618