山东漳卫南运河洪水风险分析及调度对策OA
Flood Risk Analysis and Dispatch Countermeasures of Zhangweinan Canal in Shandong Province
漳卫南运河作为海河流域重要水系,其防洪安全对山东及周边地区至关重要.基于河道水情工况现状数据,系统分析了卫运河、漳卫新河及其支流的堤防超高与行洪能力不足问题.分析结果显示,卫运河大部分堤段堤顶超高不足设计要求的2.0 m,行洪能力仅为设计标准的78%~95%;漳卫新河岔河、减河及主河段堤防超高普遍不达标,部分堤段超高不足1 m,行洪能力降至设计流量的60%~77%.基于以上洪水风险分析,针对不同量级洪水,提出分级调度策略,包括利用河道强迫行洪、相机向马颊河分洪、启用恩县洼滞洪区(设计标准、超标准及扩大运用),以期为流域防洪决策提供科学依据,助力山东漳卫南运河提升洪水应对能力,减轻灾害风险.
As a vital water system in the Haihe River Basin,the flood control safety of the Zhangweinan Canal is critical to Shandong and its surrounding areas.Based on current river hydrological data,the problems of insufficient embankment superelevation and flood discharge capacity of the Wei Canal,Zhangweixin River,and their tributaries were systematically analyzed.Results indicated that the superelevation of most embankment sections of the Wei Canal was less than the 2.0 meters required by the design,and the flood discharge capacity was only 78%-95%of the design standard.Similarly,the embankment superelevation of the Chahe River,Jianhe River,and the main reach of the Zhangweixin River generally failed to meet standards,with some sections having less than 1 meter of superelevation,reducing flood discharge capacity to 60%-77%of the design flow.Based on this flood risk analysis,hierarchical dispatching strategies were proposed for floods of different magnitudes,including the use of forced flood discharge in river channels,conditional flood diversion to the Majia River,and the utilization of the Enxian Depression flood detention area(for design-standard,over-standard,and expanded operation scenarios).These measures are expected to provide a scientific basis for flood control decision-making in the basin,enhance the flood response capacity of the Zhangweinan Canal in Shandong Province,and reduce disaster risk.
李小燕;赵兴淼;王浩;朱爱华
山东省海河淮河小清河流域水利管理服务中心,山东 济南 250100山东省海河淮河小清河流域水利管理服务中心,山东 济南 250100山东省海河淮河小清河流域水利管理服务中心,山东 济南 250100山东省海河淮河小清河流域水利管理服务中心,山东 济南 250100
建筑与水利
漳卫南运河洪水风险行洪能力调度对策
Zhangweinan Canalflood riskflood discharge capacitydispatch countermeasures
《海河水利》 2026 (2)
36-41,6
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