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黄河下游河道主槽容积近50年变化过程及模拟OA

Variation process and simulation of main channel storage capacity of the Lower Yellow River over the past 50 years

中文摘要英文摘要

主槽容积直接关乎黄河下游防洪安全与泥沙输送能力.河道冲淤变化影响下,近50年来黄河下游主槽容积的具体变化规律仍未明确.本研究基于1970-2020年黄河下游铁谢至利津每年91个汛后大断面的数据,采用截锥法计算各河段主槽容积,揭示其时空变化规律,建立主槽容积滞后响应模拟方法,并评估了小浪底水库对主槽容积的影响.研究结果表明:(1)主槽容积和单位河长主槽容积呈现"小幅增加(1970-1985年)—大幅减少(1985-2000年)—大幅增加(2000-2020年)"的变化趋势.空间上,游荡段主槽容积最大且波动显著,但各河段容积占比相对稳定,游荡段、过渡段、弯曲段平均占比分别为55%、19%、26%.小浪底运用后,主槽容积大幅增加,从2000年的10.39亿m3增至2020年的27.47亿m3,年均增长5%.(2)基于年平均流量和含沙量的河床变化滞后响应模型能较好模拟各河段主槽容积的历年变化过程(R2=0.8480~0.9325,MAPE=3.72%~10.02%),下游主槽容积达到准平衡的时间为7.6~13.2年.(3)有小浪底时主槽容积较1999年增加15.88亿m3,无小浪底时仅增加5.09亿m3,相差10.79亿m3,表明主槽扩大是水土保持与小浪底拦沙共同作用所致.首次量化表明,水土保持对下游主槽容积增加的贡献率约占三成,小浪底的贡献率约占七成.研究成果有助于揭示主槽容积变化机理,为维持容积、实现黄河长治久安提供支撑.

The main channel storage capacity is directly related to the flood control safety and sediment transport capacity of the Lower Yellow River.Affected by channel sedimentation changes,the specific variation patterns of the main channel storage capacity in the Lower Yellow River over the past 50 years remains unclear.This study is based on annual post-flood cross-sectional data of 91 major sections from Tiexie to Lijin in the lower Yellow River from 1970 to 2020.Using the frustum method,the main channel storage capacity of each river section was calculated,revealing its spatiotemporal evolution patterns.A delayed response simulation method for main channel storage capac-ity was established,and the impact of the Xiaolangdi Reservoir on the main channel storage capacity was evaluated.The results show:(1)The main channel storage capacity and storage capacity per unit length exhibited a trend of"slight increase(1970-1985)-significant decrease(1985-2000)-significant increase(2000-2020)."Spatially,the wandering reach had the largest main channel storage capacity with notable fluctuations.However,the proportional distribution among all sections remained relatively stable,with average proportions of 55%,19%,and 26%for the wandering,transitional,and meandering sections,respectively.After the operation of the Xiaolangdi Reservoir,the main channel storage capacity increased significantly,from 1.039 billion m3 in 2000 to 2.747 billion m3 in 2020,with an average annual growth rate of 5%.(2)The delayed response model,based on annual average flow and sedi-ment concentration,effectively simulated the evolution of main channel storage capacity(R2=0.8480-0.9325,MAPE=3.72%-10.02%).The time to reach quasi-equilibrium for the main channel storage capacity in the lower Yellow River ranged from 7.6 to 13.2 years.(3)With the Xiaolangdi Reservoir in operation,the main channel stor-age capacity increased by 1.588 billion m3 compared with that in 1999,whereas without Xiaolangdi,it would have increased by only 0.509 billion m3,marking a difference of 1.079 billion m3.This indicates that the main channel expansion is the combined effect of soil and water conservation and sediment trapping by the Xiaolangdi Reservoir.Soil and water conservation contributes approximately 30%to the increase in the main channel storage capacity of the lower reaches,while the Xiaolangdi Reservoir accounts for about 70%.The research results help to reveal the mecha-nism behind changes in main channel storage capacity and provide support for maintaining the storage capacity and achieving the long-term stability of the Yellow River.

马子普;郭庆超

流域水循环与水安全全国重点实验室,北京 100038||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048||清华大学水利水电工程系,北京 100084||水圈科学与水利工程全国重点实验室,北京 100084||清华大学水利部水圈科学重点实验室,北京 100084流域水循环与水安全全国重点实验室,北京 100038||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048

建筑与水利

黄河下游主槽容积时空变化滞后响应小浪底水库

Lower Yellow Rivermain channel storage capacityspatiotemporal variationdelayed responseXiao-langdi Reservoir

《水利学报》 2026 (3)

367-377,11

国家重点研发计划课题(2023YFC3208602)国家自然科学基金项目(U2243218,52379068)

10.3724/j.slxb.20250343

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