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柯街河道断面水位流量关系单值化工程措施研究

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为掌握柯街河道断面工程措施后断面冲淤变化、水文要素测验条件和水位流量关系变化等水文特征规律,推进水文数据采集自动化,数据管理信息化、数字化、智慧化建设,开展柯街河道断面水位流量关系单值化工程措施研究.依据工程措施前后实测水文资料,采用对比分析法和误差分析法,对工程措施实施效果进行统计分析.结果表明:工程措施实施后河道断面冲淤变化明显减小,水位及流量监测条件得到改善,水位流量关系变化趋于稳定,河道断面河段高洪水位至保证水位行洪能力降低 6.4%~14.9%.柯街河道断面单值化工程措施效果明显,可为下一步工作的推进及河道断面单值化工程措施的应用推广和研究提供参考借鉴.
Research on the unification of water level and discharge relationship through engineering measures in Kejie River channel section
In order to grasp the hydrological characteristics such as changes in cross-sectional scouring and deposition,hydrological measuring conditions,and variations in the water level-discharge relationship following the implementation of engineering measures in Kejie River channel section,and to advance the automation of hydrological data collection,as well as the digitalization,informatization,and intellectualization of data management,a study on unifying the water level-discharge relationship through engineering measures in Kejie River channel section was conducted.Based on the hydrological data collected before and after the engineering measures,comparative analysis and error analysis methods were used to statistically analyze the effects of the engineering measures.The results indicate that the implementation of the engineering measures significantly reduced changes in cross-sectional scouring and deposition,improved conditions for monitoring water levels and discharge,and led to a stabilization in the water level-discharge relationship.The capacity of the river section to handle floods from high flood levels to guaranteed water levels decreased by 6.4%to 14.9%.The outcomes of Kejie River channel section unification engineering measures are significant and can serve as a reference for advancing further work and for the application and research of unification engineering measures in river channel sections.

river channel sectionwater level-discharge relationshipunificationengineering measure

阮良鸿、段奇涛

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云南省水文水资源局保山分局,云南 保山 678000

河道断面 水位流量关系 单值化 工程措施

2024

水利信息化
水利部南京水利水文自动化研究所

水利信息化

影响因子:0.571
ISSN:1674-9405
年,卷(期):2024.(4)