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梯级水库蓄水对下游洪水特征及传播的影响OA

Influence of Cascaded Reservoir Impoundment on Downstream Flood Characteristics and Flood Propagation

中文摘要英文摘要

金沙江下游梯级水库群(简称"金下梯级")的运行显著改变了三峡水库入库洪水特征,对现有防洪调度适配性提出新要求.厘清入库洪水的演变规律及其对库区洪峰传播的影响,是优化防洪调度、保障水库安全的关键.然而,现有聚焦三峡入库洪水特性的变化研究相对较少,同时库区内洪峰传播影响因素多集中于洪峰流量和坝前水位,忽略了洪水时间尺度的差异对库区内洪峰传播的影响.基于2003-2020年三峡水库实测水文及地形数据,采用数理统计与一维水流数学模型结合的方法,研究了金下梯级蓄水前后三峡入库洪水特性变化及库区洪峰传播规律.结果表明,金下梯级运行可显著削减入库洪峰,且对洪水过程的坦化效应使得洪水历时显著延长.洪峰流量低、洪涨历时长、洪落历时短、坝前水位高时,洪峰传播速度更快.研究成果可为长江上游梯级水库群的精细化防洪调度和长江洪水风险管理提供科学支撑.

[Objective]The operation of cascade reservoirs in the lower reaches of Jinsha River has significantly al-tered the inflow flood characteristics of the Three Gorges Reservoir(TGR),posing new requirements for the adapt-ability of existing flood control scheduling.This study aims to reveal changes in inflow flood processes and flood propagation characteristics within the TGR after the impoundment of cascade reservoirs in the lower reaches of Jin-sha River,providing a theoretical basis and data support for scientific flood control scheduling of the reservoir.[Methods]Based on the measured hydrological and topographic data of the TGR from 2003 to 2020,mathematical statistical methods were employed to analyze changes in inflow flood characteristics before and after the impound-ment of cascade reservoirs.A one-dimensional hydrodynamic model was adopted.After calibration and validation,multiple comparative scenarios were designed to conduct simulation and analysis of flood peak propagation processes in the TGR area.[Results]Statistical analysis of the measured data showed that around 2013,the average inflow flood volume of the TGR decreased by approximately 9.9%,while the rising and falling durations decreased by 4.9%and 9.9%,respectively,and the average rising and falling rates increased by 10.3%and 9.8%,respectively.These results indicated that the flood recession became faster,the flood peaks occurred earlier,the average peak discharge decreased,and the risk of extreme floods increased.The mathematical model results showed that,in terms of discharge characteristics,the flood peak propagation time was positively correlated with the flood peak dis-charge,while the influence of changes in baseflow was not significant.In terms of hydrograph shape,the flood peak propagation time was negatively correlated with the rising duration and positively correlated with the falling duration.In terms of boundary conditions,the flood peak propagation time was negatively correlated with the water level up-stream of the dam.[Conclusion]The operation of cascade reservoirs significantly reduces inflow flood peak,and the attenuation effect on the flood hydrograph also leads to a significant increase in flood duration.The flood peak propagation is faster under conditions of lower peak discharge,longer rising duration,shorter falling duration,and higher water level upstream of the dam.

时玉龙;杨成刚;董炳江

中国长江三峡集团有限公司流域枢纽运行管理中心,湖北宜昌 443000长江水利委员会水文局长江水文技术研究中心,武汉 430010长江水利委员会水文局长江水文技术研究中心,武汉 430010

建筑与水利

梯级水库一维水流数学模型入库洪水特征洪峰传播防洪调度

cascade reservoirsone-dimensional hydrodynamic modelinflow flood characteristicsflood peak propa-gationflood control scheduling

《长江科学院院报》 2026 (5)

42-48,66,8

中国长江三峡集团有限公司科研项目(0704220)国家自然科学基金长江水科学联合基金项目(U2040218)

10.11988/ckyyb.20251002

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