长江水库4种极端致灾情景的洪水模拟及风险评估OA
Flood Simulation and Risk Assessment for Four Extreme Disaster Scenarios in Changjiang Reservoir
文章以中山市长江水库为研究对象,根据溃口大小、溃决速度、水库初始水位设置4种极端致灾情景,基于TUFLOW 软件模拟计算溃坝洪水演进过程,系统分析不同情景下洪水特征与淹没风险.结果表明:最大洪峰流量和淹没面积受溃口大小、溃决速度、水库初始水位综合影响,"高水位+瞬时大溃口"的漫顶溃坝情景最危险.同一条件下,水库初始水位越高,洪水规模越大;距坝越远洪峰流量与水位越小.淹没区域分布上,火炬开发区、东区街道受灾最严重,小隐涌沿线及主要交通干道为高风险区域.该研究为长江水库防洪抢险决策与区域灾害应急管理提供了理论依据和技术支撑.
This study takes the Changjiang Reservoir in Zhongshan City as the research object.Four extreme disaster scenarios were established based on the breach size,breach formation speed,and initial reservoir water level.Using the TUFLOW software,the dam-break flood propagation process was simulated and calculated,followed by a systematic analysis of the flood characteristics and inundation risks under the different scenarios.The results indicate that the maximum peak discharge,and inundation area are influenced by the comprehensive effects of the breach size,breach formation speed,and initial water level.The most hazardous scenario is the"high water level+instantaneous large breach"overtopping failure.Under the same conditions,a higher initial reservoir level leads to a larger flood scale;furthermore,the peak discharge and water level decrease with increasing distance from the dam.In terms of spatial distribution,the Torch Development Zone and Dongqu Street suffer the most severe impacts,with areas along the Xiaoyin Chong waterway and major transportation arteries identified as high-risk zones.This research provides a theoretical basis and technical support for flood control decision-making and regional disaster emergency management for this reservoir.
王祥;王红旗;邹毅
中山市水库水电工程管理中心,广东 中山 528403华南农业大学 水利与土木工程学院,广州 510642华南农业大学 水利与土木工程学院,广州 510642
建筑与水利
溃坝洪水多情景模拟TUFLOW模型风险评估长江水库
dam-break floodmulti-scenario simulationTUFLOW modelrisk assessmentchangjiang reservoir
《广东水利水电》 2026 (6)
6-12,7
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