潮白河通州段防洪安全评价与治理措施研究OA
Study on flood control safety evaluation and governance measures in the Tongzhou section of the Chaobai River
潮白河通州段存在堤防达标率低、行洪能力不足及河底地形影响行洪等防洪安全问题,采用HEC-RAS二维水动力学模型进行洪水模拟计算,结合河道现状与规划要求,开展防洪安全评价与治理措施研究.通过加高培厚堤防、河形梳理优化及实施分级防护等措施,城市副中心段右堤可达到100年一遇防洪标准,其余段达到50年一遇,通州段堤防达标率可提升至100%,河道过流能力满足设计洪峰流量3 000~3 660 m3/s要求.研究成果可为提升河道防洪安全提供可借鉴的技术依据与工程实践经验.
The Tongzhou section of the Chaobai River faced prominent weaknesses in flood control safety,including a low dike compliance rate,insufficient flood discharge capacity,and adverse riverbed topography that impeded flood conveyance.In this study,the two-dimensional hydrodynamic model HEC-RAS was adopted for flood simulation and calculation.Combined with the current river channel conditions and planning requirements,a flood control safety evaluation was conducted,and specific governance measures were proposed.The results showed that after implementing measures such as raising and thickening dikes,optimizing river configuration,and applying graded protection,the right dike in the Urban Subcenter section met the 100-year return period flood control standard,while the other sections met the 50-year return period standard.The dike compliance rate of the Tongzhou section was increased to 100%,and the river channel discharge capacity met the designed flood peak discharge requirement of 3000-3660 m3/s.These findings provide valuable technical references and practical engineering experience for improving the flood control safety of river channels.
韩殿微
北京市潮白河管理处 北京 101300
建筑与水利
潮白河防洪治理堤防工程行洪能力HEC-RAS模型
Chaobai Riverflood control governancedike engineeringflood discharge capacityHEC-RAS model
《北京水务》 2026 (4)
15-19,5
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