长江科学院院报2026，Vol.43Issue(9)：55-61,7.DOI:10.11988/ckyyb.20250711
某特大型梯级水电站运行调度与坝下水位响应机制
Discharge Regulation and Water Level Response Mechanism of A Super Large Cascade Hydropower Station
摘要
Abstract
[Objective]Research on the discharge regulation and downstream water-level response mechanism of a super-large hydropower station is of great significance for ensuring downstream navigation safety and ecological pro-tection.This study aims to reveal the hydrological variation mechanism in the reservoir tail reach under ultra-high dam operation and to provide a theoretical basis for coordinated cascade reservoir operation and navigation safety as-surance.[Methods]Based on hourly discharge and water level observation data at the downstream section below the dam in 2023,the standardized hourly discharge series was analyzed using Morlet continuous wavelet transform.The main periodic components of the time series were identified using wavelet variance analysis,and the regulation cycle characteristics were extracted and the discharge-water level response relationship was quantified to systemati-cally reveal the spatiotemporal response mechanism between discharge variation and downstream water level varia-tion.[Results](1)The discharge of the hydropower station under study exhibited two dominant periods of 38 h and 19 h,corresponding respectively to a diurnal regulation cycle and a semidiurnal peak-valley rhythm,and the operational intensity increased significantly during the flood season and storage period.(2)The water level variation at the downstream main control section showed significant spatiotemporal heterogeneity.During the main flood sea-son(July-August),jointly driven by flood control operation and diurnal regulation,the peak daily water level vari-ation reached 10.94 m,and the instantaneous variation reached 3.92 m,which was 6-19 times higher than that at the downstream reference section(permanently backwater-influenced reach).(3)A significant positive correlation was observed between discharge variation and water level variation(R2=0.83).An increase of 1 000 m3/s in dis-charge corresponded to an average water level rise of about 2 m.A discharge fluctuation of 800 m3/s could induce an instantaneous water level variation of[-1,1]m.(4)A rapid attenuation of water level variation along the river was observed.In the near-dam reservoir tail reach,water level response was dominated by unsteady discharge from the studied hydropower station,whereas in the downstream reach,it was controlled by backwater effects from the downstream reservoir,showing a 6-19-fold spatial difference.[Conclusion]Water level variation can be limited to within 1 m by controlling discharge fluctuation to≤800 m3/h,providing theoretical basis for coordinated cascade hydropower operation and downstream comprehensive risk assessment.关键词
运行调度/坝下水位/响应机制/特大型梯级水电站Key words
discharge regulation/downstream water level/response mechanism/super-large cascade hydropower station分类
建筑与水利引用本文复制引用
罗刚,肖潇,吴迪,陈志伟,卢俊..某特大型梯级水电站运行调度与坝下水位响应机制[J].长江科学院院报,2026,43(9):55-61,7.基金项目
中国长江三峡集团有限公司技术服务项目(0711626) （0711626）
国家自然科学基金长江水科学研究联合基金项目(U2040218) （U2040218）
