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强人工约束条件下黄河下游游荡性河道河床演变OA

Riverbed Evolution in the Wandering Reach of the Lower Yellow River Under Highly Artificial Constraints

中文摘要英文摘要

随着河道整治工程的完善和小浪底水库的运用,黄河下游已成为强人工约束作用下的河道,掌握强人工约束条件下的下游河床演变规律可为有效进行河道整治和下游防洪提供理论依据.以黄河下游游荡性河道为研究区域,基于 1950-2022 年花园口水沙、断面地形数据及 1949-2019 年游荡性河道整治工程修建数据,探讨了强人工约束下游荡性河道河床演变过程.结果表明,河道整治工程密度增大,对游荡性河道的约束作用越来越强,河道主流摆动范围明显缩小,且工程靠河长度明显增加,很好地发挥了稳定主流的作用;在小浪底水库调水调沙作用下,下游河道主槽实现多年的持续冲刷,床沙中值粒径呈现随时间粗化、沿程细化的时空演变特征;弯曲系数整体呈上升趋势,游荡性河道快变、顺直的特性有所改变,具有部分弯曲河型的特征;河相系数整体上呈减小趋势,改善了河道断面形态,河道断面向窄深发展.

With the improvement of river regulation works and the operation of the Xiaolangdi Reservoir,the Lower Yellow River is becoming a channel under strong artificial constraints.Understanding the riverbed evolution under these conditions provides a theoretical basis for effec-tive river regulation and flood control.The wandering reach of the Lower Yellow River was the focus of this study.Based on hydrological and sediment data and cross-sectional topography from Huayuankou(1950-2022),and records of regulation project construction(1949-2019),the riverbed evolution process in the wandering reach under strong artificial constraints was investigated.The results indicate that:The in-creased density of regulation works significantly enhances the confinement of the wandering channel.The swing range of the main stream no-ticeably narrows,while the length of projects adjacent to the flow substantially increases,effectively stabilizing the main flow.Under the regu-lated flow and sediment discharges from the Xiaolangdi Reservoir,the main channel experiences continuous scouring for many years.The me-dian size of bed sediment exhibits a spatial-temporal evolution pattern,coarsening over time and fining along the course.The coefficient of sinuosity generally shows an increasing trend,altering the formerly rapid and straight characteristics of the wandering channel,imparting some traits of a meandering river.The coefficient of fluvial facies generally decreases,improving the cross-sectional form towards a narrower and deeper shape.

许琳娟;江恩慧;曹永涛;李军华;刘彦晖

黄河水利委员会 黄河水利科学研究院,河南 郑州 450003||黄河实验室,河南 郑州 450003||水利部黄河下游河道与河口治理重点实验室,河南 郑州 450003黄河水利委员会 黄河水利科学研究院,河南 郑州 450003||黄河实验室,河南 郑州 450003||水利部黄河下游河道与河口治理重点实验室,河南 郑州 450003黄河水利委员会 黄河水利科学研究院,河南 郑州 450003||黄河实验室,河南 郑州 450003||水利部黄河下游河道与河口治理重点实验室,河南 郑州 450003黄河水利委员会 黄河水利科学研究院,河南 郑州 450003||黄河实验室,河南 郑州 450003||水利部黄河下游河道与河口治理重点实验室,河南 郑州 450003黄河水利委员会 黄河水利科学研究院,河南 郑州 450003||黄河实验室,河南 郑州 450003||水利部黄河下游河道与河口治理重点实验室,河南 郑州 450003

建筑与水利

游荡性河道强人工约束主流线摆动床沙中值粒径弯曲系数河相系数黄河下游

wandering reachhighly artificial constraintsmainstream line oscillationmedian size of bed sedimentcoefficient of sinuositycoefficient of fluvial faciesLower Yellow River

《人民黄河》 2026 (6)

58-64,7

国家自然科学基金黄河水科学研究联合基金资助项目(U2243601)国家重点研发计划项目(2021YFC3200400)河南省自然科学基金面上项目(242300420039)河南省重大科技专项(231100320100)水利部重大科技项目(SKS-2022011)黄河水利委员会优秀青年人才项目(HQK-202309)

10.3969/j.issn.1000-1379.2026.06.009

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