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黄河口清水沟流路滩槽分布特征及稳定阈值分析OA

Analysis on bar-channel distribution characteristics and stability threshold of Qingshuigou Course in the Yellow River Estuary

中文摘要英文摘要

冲积河口滩槽系统的稳定性对防洪安全与生态保护至关重要.基于2000-2021年黄河口清水沟流路实测断面数据及2000-2023年利津站水沙资料,系统分析了行水流路滩槽的形态分布特征和稳定阈值.研究成果表明:小浪底水库运行后,来沙量锐减导致河槽向窄深方向调整.在80%置信度下现行清水沟流路的主槽宽度稳定阈值的均值约为509 m,河道宽度阈值约为7 126 m;主槽最大水深稳定阈值的均值约为6.4 m,滩槽高差阈值约为3.2 m.在沿程变化上,利津—渔洼河段的滩槽形态变化相对较小,滩槽稳定性较好;渔洼—清1河段的滩槽形态变化较大,滩槽稳定性较差.黄河口河道滩槽阈值等研究成果可为行水流路的滩区规划治理及湿地生态保护提供科学依据.

The stability of the bar-channel system in alluvial estuaries is crucial for flood control safety and ecological protection.Based on the measured cross-section data of the Qingshuigou Course in the Yellow River Estuary from 2000 to 2021,as well as the flow and sediment data of Lijin Station from 2000 to 2023,this study systematically analyzes the morphological distribution characteristics and stability thresholds of the bar-channel in the navigable flowing course.The research results indicate that after the operation of the Xiaolangdi Reservoir,the sharp reduction in sediment inflow has driven the river channel to adjust toward a narrower and deeper pattern.At the 80%confidence level,the average stability threshold of the main channel width in the current Qingshuigou Course is approximately 509 m,and the river channel width threshold is about 7 126 m;the average stability threshold of the maximum water depth in the main channel is approximately 6.4 m,and the threshold of the bar-channel elevation difference is about 3.2 m.In terms of longitudinal variation,the bar-channel morphological change in the Lijin-Yuwa reach is relatively small,with relatively good bar-channel stability;in contrast,the bar-channel morphological change in the Yuwa-Qing 1 reach is relatively large,with relatively poor bar-channel stability.The research results such as the bar-channel thresholds of the Yellow River Estuary can provide a scientific basis for the planning and management of the bar area in the navigable flowing course,as well as wetland ecological protection.

田芸;吉明栋;董宇航;吉祖稳

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 100048中国水环境集团,北京 101101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 100048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 100048

建筑与水利

行水流路主槽宽度滩地水深稳定阈值滩区治理

flowing coursemain channel widthfloodplain water depthstability thresholdfloodplain manage-ment

《泥沙研究》 2026 (4)

91-98,8

国家重点研发计划课题(2022YFC3204303)

10.16239/j.cnki.0468-155x.2026.04.013

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