三角洲废弃河道演化过程及受控机制——以黄河刁口废弃河道为例

吴晓, 范勇勇, 王厚杰, 毕乃双, 徐丛亮, 张勇, 刘京鹏, 卢泰安

吴晓, 范勇勇, 王厚杰, 毕乃双, 徐丛亮, 张勇, 刘京鹏, 卢泰安. 三角洲废弃河道演化过程及受控机制——以黄河刁口废弃河道为例[J]. 海洋地质与第四纪地质, 2021, 41(2): 22-29. DOI: 10.16562/j.cnki.0256-1492.2020070101
引用本文: 吴晓, 范勇勇, 王厚杰, 毕乃双, 徐丛亮, 张勇, 刘京鹏, 卢泰安. 三角洲废弃河道演化过程及受控机制——以黄河刁口废弃河道为例[J]. 海洋地质与第四纪地质, 2021, 41(2): 22-29. DOI: 10.16562/j.cnki.0256-1492.2020070101
WU Xiao, FAN Yongyong, WANG Houjie, BI Naishuang, XU Congliang, ZHANG Yong, LIU Jingpeng, LU Taian. Evolution of abandoned deltaic river channel−A case from the Diaokou channel of the Yellow River[J]. Marine Geology & Quaternary Geology, 2021, 41(2): 22-29. DOI: 10.16562/j.cnki.0256-1492.2020070101
Citation: WU Xiao, FAN Yongyong, WANG Houjie, BI Naishuang, XU Congliang, ZHANG Yong, LIU Jingpeng, LU Taian. Evolution of abandoned deltaic river channel−A case from the Diaokou channel of the Yellow River[J]. Marine Geology & Quaternary Geology, 2021, 41(2): 22-29. DOI: 10.16562/j.cnki.0256-1492.2020070101

三角洲废弃河道演化过程及受控机制——以黄河刁口废弃河道为例

基金项目: 国家重点研发计划项目“黄河口流路演变过程的动力机制及流路稳定的指标体系”(2017YFC0405502),“大型水库调控下河口沉积动力过程及其生物地球化学效应”(2016YFA0600903);国家自然科学基金项目“黄河口沉积对黄河调水和调沙过程的差异性响应机制”(41806101),“海洋地质过程与环境”(U1706214);山东省自然科学基金“现行黄河三角洲叶瓣废弃河道的充填过程及其受控机制”(ZR2018BD028),卫星海洋环境动力学国家重点实验室开放课题“黄河人造洪峰期间河口沉积动力过程及地貌效应”(QNHX1607)
详细信息
    作者简介:

    吴晓(1989—),男,博士,副教授,主要从事河口海岸学研究,E-mail:wuxiao@ouc.edu.cn

Evolution of abandoned deltaic river channel−A case from the Diaokou channel of the Yellow River

  • 摘要: 废弃河道是河流系统的重要组成部分,其沉积记录蕴含了丰富的流域内构造活动、水文特征、海平面波动等环境变化的珍贵记录。然而相比内陆河废弃河道,三角洲废弃河道的演化过程及机制研究尚显不足。1976年黄河人工改道清水沟流路,切断了刁口流路的河流水沙供给,刁口流路逐渐废弃。通过1976—2016年的Landsat遥感影像、黄河水下三角洲测深资料和刁口流路河道高程测量数据,探讨了黄河刁口流路废弃河道演化过程及其受控机制。结果表明,刁口流路废弃40年来,河口不断向岸蚀退,河道长度逐渐萎缩,但废弃河道沉积过程并未完全中止,刁口流路L7—L11河段每年约有10×104 t泥沙不断充填废弃河道,河道主槽高程抬升0.3~2.0 m。海洋动力是废弃河道演化的关键动力机制,波浪对刁口流路三角洲的冲刷为废弃河道充填提供了重要的物源,潮流携带悬浮泥沙回溯废弃河道,为其提供了直接泥沙供给。
    Abstract: Abandoned channels are one of the major components of a deltaic system, which contains valuable information related to tectonism, hydrology, sea-level fluctuation and environmental changes of the catchment. Comparing to the study of filling process of abandoned channels on land, which are well studied in the past decades, little research has been devoted to the tidal-dominated abandoned channels. The Diaokou River channel was fully abandoned in 1976 by an artificial construction separating it from the main course of the Yellow River. With the support of landsat images, bathymetric surveys and elevation data of the abandoned Diaokou River channel, the evolution of this tide-dominated abandoned channel is documented in this study. Since abandonment, about 0.3~2.0 meters of filling sediment have deposited in the channel, with along-channel and landward decrease in sedimentation. Marine dynamics is the main force to control the evolution of abandoned channels. The severe erosion near the abandoned channel mouth, as a source of sediments, has made the channel shortening gradually.
  • 图  1   研究区域位置图

    白色实线(L7—L11)为河道测量断面,黑色虚线为水下三角洲测深断面,黑色实线为等深线。

    Figure  1.   Map of study area with survey sections

    The white lines indicate the cross-sections of the Diaokou river channel, and the black dash lines indicate bathymetric sections. The black lines indicate the water depth.

    图  2   1976—2016年刁口叶瓣岸线变化图(a)及刁口河口向岸蚀退速率(b)

    Figure  2.   (a) Shorelines extracted from the remote sensing images in different years(1976, 1986, 1996, 2006 and 2016); (b) erosion rates of abandoned Diaokou river mouth.

    图  3   1976—2016年刁口水下三角洲冲淤变化

    Figure  3.   Spatial variation of accumulation-erosion pattern of the Diaokou subaqueous delta from 1976 to 2016

    图  4   1976—2016年刁口水下三角洲CS3、CS5和CS7断面深度变化

    断面位置见图1

    Figure  4.   Bathymetric changes of subaqueous slope from 1976 to 2016 at three cross-shore transects along the Diaokou delta lobe (a) CS3, (b) CS5 and (c) CS7.

    See Fig. 1 for locations of cross-shore transects.

    图  5   1976—2016年刁口废弃河道L7(a)、L10(b)和L11(c)断面高程变化

    断面位置见图1

    Figure  5.   Elevation changes of abandoned Diaokou River channel from 1976 to 2016 at three cross-sections: (a) L7, (b) L10 and (c) L11

    See Fig. 1 for locations of cross-sections.

    表  1   使用卫星影像的时序特征

    Table  1   Information of satellite images

    序号成像时间数据类型波段数空间分辨率
    11976. 06MSS480
    21981. 06MSS480
    31986. 06TM730
    41991. 09TM730
    51996. 09TM730
    62001. 06ETM730
    72006. 06ETM730
    82011. 09ETM730
    92016. 08ETM730
    下载: 导出CSV
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出版历程
  • 收稿日期:  2020-06-30
  • 修回日期:  2020-07-30
  • 网络出版日期:  2020-11-17
  • 刊出日期:  2021-04-27

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