","magId":"c3c73682-82ab-4b3f-aead-9025adef84b0","labelCn":"图1","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F001.jpg.ppt","labelEn":"Fig.1","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F001.jpg","titleEn":"Fig.1 Simulation flowchart of cascade reservoir breach","titleCn":"图1 梯级水库连溃模拟流程图","id":"F1","captionEn":"Simulation flowchart of cascade reservoir breach ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F001.jpg"},{"captionCn":"水位~库容曲 ","magId":"0891ba85-1017-4bdd-a7fd-9af17f3604f9","labelCn":"图2","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F002.jpg.ppt","labelEn":"Fig.2","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F002.jpg","titleEn":"Fig.2 Water level~storage capacity curve","titleCn":"图2 水位~库容曲","id":"F2","captionEn":"Water level~storage capacity curve ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F002.jpg"},{"captionCn":"入库流量过程 ","magId":"e9d2ddba-8ea7-4305-8242-e8301a4ee854","labelCn":"图3","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F003.jpg.ppt","labelEn":"Fig.3","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F003.jpg","titleEn":"Fig.3 Inflow process","titleCn":"图3 入库流量过程","id":"F3","captionEn":"Inflow process ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F003.jpg"},{"captionCn":"射月沟水库溃坝实测与计算流量过程 ","magId":"384ac39f-3418-4f30-997c-f91923f49dd4","labelCn":"图4","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F004.jpg.ppt","labelEn":"Fig.4","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F004.jpg","titleEn":"Fig.4 Measured and calculated flow process of the dam breachof Sheyuegou Reservoir","titleCn":"图4 射月沟水库溃坝实测与计算流量过程","id":"F4","captionEn":"Measured and calculated flow process of the dam breachof Sheyuegou Reservoir ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F004.jpg"},{"captionCn":"梯级水库群示意图 ","magId":"2acdc430-9b4f-4e53-8335-6e58be7f6038","labelCn":"图5","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F005.jpg.ppt","labelEn":"Fig.5","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F005.jpg","titleEn":"Fig.5 Schematic diagram of cascade reservoirs","titleCn":"图5 梯级水库群示意图","id":"F5","captionEn":"Schematic diagram of cascade reservoirs ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F005.jpg"},{"captionCn":"水位~库容曲线 ","magId":"31fed2cf-aca9-4732-953b-07fd66dc7024","labelCn":"图6","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F006.jpg.ppt","labelEn":"Fig.6","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F006.jpg","titleEn":"Fig.6 Water level ~ storage capacity curve","titleCn":"图6 水位~库容曲线","id":"F6","captionEn":"Water level ~ storage capacity curve ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F006.jpg"},{"captionCn":"水库1坝址设计洪水过程线(<i>P</i>=1%) ","magId":"0f3e7e9d-1187-419e-b73e-c4a42757324f","labelCn":"图7","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F007.jpg.ppt","labelEn":"Fig.7","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F007.jpg","titleEn":"Fig.7 Design flood hydrograph of reservoir 1 dam site (P=1%)","titleCn":"图7 水库1坝址设计洪水过程线(P=1%)","id":"F7","captionEn":"Design flood hydrograph of reservoir 1 dam site (<i>P</i>=1%) ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F007.jpg"},{"captionCn":"水库1溃坝洪水过程及洪水演进模拟结果 ","magId":"3a2cbca3-1d41-467b-84ab-615c62b65252","labelCn":"图8","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F008.jpg.ppt","labelEn":"Fig.8","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F008.jpg","titleEn":"Fig.8 Simulation results of dam breach flood process andflood evolution of Reservoir 1","titleCn":"图8 水库1溃坝洪水过程及洪水演进模拟结果","id":"F8","captionEn":"Simulation results of dam breach flood process andflood evolution of Reservoir 1 ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F008.jpg"},{"captionCn":"水库2溃坝洪水过程 ","magId":"b600b1b1-8c40-4d74-b35a-518baaeaa389","labelCn":"图9","pptUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F009.jpg.ppt","labelEn":"Fig.9","figUrl":"1007-2284-2025--4-7/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F009.jpg","titleEn":"Fig.9 Flood process of dam breach of reservoir 2","titleCn":"图9 水库2溃坝洪水过程","id":"F9","captionEn":"Flood process of dam breach of reservoir 2 ","thumbnailUrl":"1007-2284-2025--4-7/thumbnail/50C5CEA4-9DE3-4a35-AC43-00ED87301BD7-F009.jpg"}],"authorNotes_cn":["孙万光(1982-),男,正高级工程师,硕士,主要从事水力学研究。E-mail:sunwanguang@aliyun.com。"]}; 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Numerical Simulation of the Successive Breach Process of the Core Wall Dam in Cascade Reservoirs

WANG Jian-zhong, SUN Wan-guang, LI Xiao-jun, ZHANG Rong

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China Rural Water and Hydropower ›› 2025 ›› (4) : 7-13. DOI: 10.12396/znsd.241050

Numerical Simulation of the Successive Breach Process of the Core Wall Dam in Cascade Reservoirs

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2024-07-04 2024-09-04 2025-04-15
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2025-04-17  

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