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Channel variations of the different channel pattern reaches in the lower Yellow River from 1950 to 1999

机译:1950年至1999年,黄河下游不同河道的河道变化

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摘要

The Yellow River is widely known as a "hanging river" due to its high sedimentation rate (the current channel bed is about 2.74 m higher than the overbank plains on average) in the lower reach. Understanding the variations in channel patterns and their influencing factors is crucial to regulate potential flooding risk in this critical region. Changes in discharge, suspended sediment delivery rate, median grain size, sedimentation rate, channel planform and cross-section, and channel width/depth ratio during 1950 -1999 from gauging stations in Huayuankou, Gaocun-Sunkou and Lijin that represent the braided, meandering and straight channel sections, respectively, were compared. During this period, frequent internal channel variations dominated in the braided channel section. The channel bed was continuously raised as a whole, but experienced strong erosion in certain times, mainly influenced by the operation and closure of the Sanmenxia Dam. The straight channel section was relatively stable due to restricted lateral migration by the solid artificial levees in both banks. Instead, channel aggradation was the dominant process and erosion only happened when channel avulsions occurred in the river mouth. The meandering channel section between the upstream braided and downstream straight channel sections was formed as a result of stream self-adjustment. Rapid lateral migrations were observed during this period, but the extent of the migration was restricted by artificial levees. Sediment aggradation on the channel bed and floodplain was apparent. Since 1970, the channel shrank remarkably in all sections due to the increased use of water resources and the decreased precipitation in the Yellow River basin. Recently, migration of the channel is limited, and the lower portion of the braided section seems to be a meandering channel.
机译:黄河下游地区的沉积率高(目前的河床床位平均比堤岸平原高约2.74 m),因此被广泛称为“悬河”。了解通道模式的变化及其影响因素对于调节该关键区域的潜在洪水风险至关重要。 1950 -1999年华远口,高村—孙口和利津测站的出水量,悬浮泥沙输送速率,中值粒径,沉积速率,河道平面形状和横截面以及河道宽深比的变化,这些变化代表了辫状,曲折比较了直通道段和直通道段。在此期间,频繁的内部通道变化在编织通道部分占主导地位。河床整体上是连续抬高的,但在一定时期内遭受了强烈的侵蚀,这主要受三门峡大坝的运行和关闭的影响。由于两岸坚固的人工堤坝限制了横向迁移,因此直通道段相对稳定。相反,河道淤积是主要过程,侵蚀仅在河口发生河道撕脱时才发生。由于水流的自调节,在上游编织通道部分和下游直通道部分之间形成了曲折的通道部分。在此期间观察到了快速的横向迁移,但是迁移的程度受到人工堤防的限制。河床和泛滥平原上的沉积物沉积明显。自1970年以来,由于水资源的增加使用和黄河流域的降水减少,该河道在所有断面都明显缩小。近来,通道的迁移受到限制,并且编织部分的下部似乎是蜿蜒的通道。

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  • 来源
    《Quaternary International》 |2011年第2期|p.238-247|共10页
  • 作者

    Suiji Wang; Yingkui Li;

  • 作者单位

    Key Laboratory of Water Cycle and Related Land Surface Processes, Institute of Geographical Sciences and Natural Resources Research,Chinese Academy of Sciences, Beijing 100101, China;

    rnDepartment of Geography, University of Tennessee, Knoxville, TN 37996, USA;

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  • 入库时间 2022-08-18 03:35:43

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