龙羊峡调蓄影响下考虑历史调查洪水的非一致性洪水频率分析OA
Nonstationary flood frequency analysis considering historical flood investigation data under the regulation of Longyangxia Reservoir
受龙羊峡水库调蓄影响,贵德水文站洪峰序列1986年前、后均值降幅达46.62%,呈显著非一致性.然而,针对水库调蓄作用的量化方法尚不成熟,导致设计洪水精度难以保障,严重影响工程防洪安全与综合利用效益.本文以龙羊峡水库为研究对象,提出一种可定量表征水库实际调蓄作用的指标——可利用调洪水库指标(Avail-able Flood Control Reservoir Index,ACRI),并通过集成Copula-溯源重构理论,开展考虑历史调查洪水的非一致性洪水频率分析.结果表明:基于ACRI的溯源重构法能够准确表征水库对下游洪峰情势的调蓄作用,并将洪峰序列重构为一致性状态,P-Ⅲ型分布适线所得的设计洪峰与原设计成果整体偏差小于3%.考虑历史调查洪水进一步提升了概率分布的拟合精度,相较未考虑历史洪水的 RMSE 降低 12.87%,10 000年一遇设计洪峰流量提高10.23%.受龙羊峡水库调蓄影响,贵德站设计洪峰流量显著减小,50-10 000年一遇设计洪峰流量较原设计成果平均偏差为-38.30%.本文提出的考虑水库调蓄影响以及融合历史调查洪水的非一致性洪水频率分析方法,能够更准确地刻画洪峰的概率分布特征,提升设计洪水计算精度,支撑流域防洪安全与水资源管理.
Following the impoundment of the Longyangxia Reservoir in 1986,the mean flood peak discharge recorded at the Guide hydrological station decreased by 46.62%,indicating significant non-stationarity.However,methods for quantifying the reservoir regulation effect are still immature,leading to difficulties in ensuring the accu-racy of design floods,thereby seriously compromising both flood control safety and the multiple-purpose benefits of water resources projects.This study,taking the Longyangxia Reservoir as the research object,proposes the Available Flood Control Reservoir Index(ACRI)as a quantitative indicator of reservoir regulation effects.By integrating the Copula theory with the mechanism-based reconstruction method(Me-RS),a nonstationary flood frequency analysis was conducted,incorporating historical flood investigation data.The results show that the source-tracing reconstruc-tion method based on ACRI can accurately represent the reservoir's regulation effect on downstream flood peak regimes and effectively reconstruct the flood peak series into a stationary state.The design flood peaks derived using the Pearson Type Ⅲ distribution deviate by less than 3%from the original design values.Incorporating historical flood investigation data further improves the goodness-of-fit of the probability distribution,reducing the RMSE by 12.87%and increasing the 10,000-year design flood peak by 10.23%compared to the estimate that excludes histori-cal flood.Owing to flow regulation by the Longyangxia Reservoir,the design flood peak discharges at Guide for return periods of 50 to 10,000 years show an average reduction of 38.30%relative to the original design values.The nonsta-tionary flood frequency analysis method proposed in this study—accounting for reservoir regulation effects and inte-grating historical flood investigation data—can more accurately characterize the probability distribution of flood peaks,enhance the reliability of design flood estimation,and support flood control and water resources management at the river basin scale.
李凤年;杨雪;李时;秦毅;赵勇;解建仓
西安理工大学 旱区水工程生态环境全国重点实验室,陕西 西安 710048西安理工大学 旱区水工程生态环境全国重点实验室,陕西 西安 710048中国电建集团西北勘测设计研究院有限公司,陕西 西安 710065西安理工大学 旱区水工程生态环境全国重点实验室,陕西 西安 710048中国水利水电科学研究院 流域水循环与水安全全国重点实验室,北京 100038西安理工大学 旱区水工程生态环境全国重点实验室,陕西 西安 710048
建筑与水利
非一致性洪水频率分析水库调蓄历史洪水溯源重构Copula
nonstationarityflood frequency analysisreservoir regulationhistorical floodsmechanism-based reconstruction methodCopula
《水利学报》 2026 (7)
1117-1129,13
国家重点研发计划课题(2023YFC3006502,2023YFC3006503)国家自然科学基金项目(52209035)
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