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长江中下游蓄滞洪区洪水控制效果研究OA

Flood control effect of flood storage and detention areas in the middle and lower reaches of the Yangtze River

中文摘要英文摘要

长江中下游42处国家蓄滞洪区在联合调度时易出现相互嵌套、相互影响等情况,一直以来成为长江中下游洪水控制的难题.针对流域蓄滞洪区联合调度的系统性和协同性问题,本文应用自主研发的长江中下游蓄滞洪区联合调度模型,构建了覆盖长江中下游干支流水系及42处蓄滞洪区的精细化调度系统,在还原历史大洪水的基础上,重点研究了蓄滞洪区联合调度策略与洪水控制效果.结果表明:为防御1870年洪水、1954年实际洪水及1954年型300年一遇洪水,通过"上游水库群拦蓄、中下游蓄滞洪区梯次启用"的联合调度策略,在分别启用3处、24处和36处蓄滞洪区情况下,可有效控制沙市站、莲花塘站、汉口站和湖口站洪水位;量化揭示了不同区域蓄滞洪区的分洪效率差异(一般在60%~82%之间),指出蓄滞洪区分洪闸(口门)规模、距控制站的距离、与控制站的上下游关系、分洪时河道底水条件等是影响蓄滞洪区分洪效率的关键非线性因素,研究成果可为长江流域防洪调度决策提供参考.

During joint operation,the 42 national flood storage and detention areas in the middle and lower reaches of the Yangtze River are prone to mutual nesting and interaction,which has long been a challenge for flood control in the region.To address the issues of systematicity and coordination in the joint operation of flood storage and detention areas,this study applied a self-developed joint operation model for flood storage and detention areas in the middle and lower reaches of the Yangtze River.A refined operation system was established,covering the tributary and main stream systems of the middle and lower reaches of the Yangtze River,as well as the 42 flood storage and detention areas.Based on the reconstruction of historical major floods,the study focused on the joint operation strategies of flood storage and detention areas and the flood control effects.The results show that for defending against the flood of 1870,the actual flood of 1954,and the 1954-type flood with a 300-year return period,a joint operation strategy combining"upstream reservoir group impoundment and cascaded activation of middle and lower flood storage and detention areas"can effectively control flood levels at Shashi,Lianhuatang,Hankou,and Hukou stations by activating 3,24,and 36 flood storage and detention areas,respectively.The study quantitatively reveals the differences in flood diversion efficiency among flood storage and detention areas in different regions(generally 60%~82%).It identifies key nonlinear factors affecting flood diversion efficiency,including the scale of flood diversion sluices of flood storage and detention areas,the distance to control stations,the upstream/downstream relationship with control stations,and the initial river stage conditions during flood diversion.The findings can provide a reference for flood control operation decision-making in the Yangtze River basin.

刘佳明;马强;王乐;卢程伟;王涵

长江勘测规划设计研究有限责任公司,430010,武汉||流域水安全保障湖北省重点实验室,430010,武汉长江勘测规划设计研究有限责任公司,430010,武汉||流域水安全保障湖北省重点实验室,430010,武汉长江勘测规划设计研究有限责任公司,430010,武汉||流域水安全保障湖北省重点实验室,430010,武汉长江勘测规划设计研究有限责任公司,430010,武汉||流域水安全保障湖北省重点实验室,430010,武汉长江勘测规划设计研究有限责任公司,430010,武汉||流域水安全保障湖北省重点实验室,430010,武汉

建筑与水利

长江中下游蓄滞洪区联合调度模型洪水控制分洪效率防洪调度

the middle and lower reaches of the Yangtze Riverflood storage and detention areasjoint operation modelflood controlflood diversion efficiencyflood control operation

《中国水利》 2026 (6)

7-13,7

国家重点研发计划项目(2024YFC3012302、2024YFF1700304)长江勘测规划设计研究有限责任公司科研项目(CX2021Z03、CX2024Z04-2).

10.3969/j.issn.1000-1123.2026.06.002

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