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襄汾县豁都峪某段修复工程设计洪水参数分析

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根据襄汾县豁都峪某段治理工程实际情况,在收集流域相关水文资源的基础上,对河道设计洪水参数进行分析.采用推理公式法、水文模型法分别计算设计洪水参数,经合理性分析,与前期实施工程报告相比,设计洪水参数误差较小,不足1%,设计洪水成果较为合理,20年一遇洪峰流量为312 m3/s,5年一遇洪峰流量为116 m3/s.可为类似工程设计洪水参数的确定提供参考.
Flood Parameter Analysis of Repair Engineering Design of a Section of Huoduyu in Xiangfen County
According to the actual situation of the treatment project of a section of Huoduyu in Xiangfen County,on the basis of collecting the relevant hydrological resources of the basin,the design flood parameters of the river are analyzed.The reasoning formula method and hydrological model method are used to calculate the design flood parameters respectively.After rationality analysis,compared with the previous implementation project report,the error of the design flood parameters is small,less than 1%,and the design flood results are more reasonable.The 20-year flood peak flow is 312 m3/s,and the 5-year flood peak flow is 116 m3/s.It can provide reference for the determination of flood parameters in similar engineering design.

design floodrationalityreasoning formulahydrological model

高明晶

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晋中市潇河流域管理中心,山西晋中 030600

设计洪水 合理性 推理公式 水文模型

2024

陕西水利
陕西省城乡供水管理办公室

陕西水利

影响因子:0.185
ISSN:1673-9000
年,卷(期):2024.(4)
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