长江流域资源与环境 >> 2025, Vol. 34 >> Issue (07): 1556-.doi: 10.11870/cjlyzyyhj202507013

• 生态环境 • 上一篇    下一篇

基于多源数据估算河槽-沙洲系统地形变化——以长江张家洲河段为例

张文桐1,夏欣妍2,吴健平3*,郑树伟2,黄艳3,殷为华3   

  1. 1. 盐城师范学院江苏沿海发展研究院,江苏 盐城 224002;2. 山东师范大学地理与环境学院,山东 济南 250358;3. 华东师范大学地理科学学院,上海 200241)
  • 出版日期:2025-07-20 发布日期:2025-07-23

Estimation of Topographic Changes of Channel-sandbar System Based on Multi-source Data—A Case Study of Zhangjiazhou Reach in the Yangtze River

ZHANG Wen-tong1,XIA Xin-yan2,WU Jian-ping3,ZHENG Shu-wei2,HUANG Yan3,YIN Wei-hua3   

  1. (1.Institute of Jiangsu Coastal Development, Yancheng Teachers University, Yancheng 224002 China;
    2. School of Geography and Environment, Shandong Normal University, Jinan 250358 China;
    3.School of Geographic Sciences,East China Normal University, Shanghai 200241 ,China)
  • Online:2025-07-20 Published:2025-07-23

摘要: 河槽-沙洲系统是河流常见的地貌组合形式,其发育和演变极可能威胁航运、涉水工程和防洪安全。然而,该地貌系统的演变涉及陆上和水下部分,如何准确地计算其地形变化量依然是地貌学目前的研究难点。以长江张家洲河段的河槽-沙洲组合为例,考虑陆上沙洲和水下河槽-沙洲体积共同变化,利用航行基准面与水文站实测水位,将遥感影像和航行图校正至统一高程基准,发展河槽-沙洲体积演变一体化数字高程模型。结果表明,该方法能够高效计算河槽-沙洲地貌体系陆上和水下体积变化量,且结果可靠。1993~2019年,张家洲河段河槽-沙洲体积变化可总结为冲刷(1993~2008年,冲刷12.85×106m3)、淤积(2008~2013年,淤积.14×106m3)和淤积(2013~2019年,淤积15.72×106m3)。1993~2019年整体上,张家洲河段河槽-沙洲地貌系统的体积整体上淤积11.77×106m3,以泥沙容重为1.2 t/m3计算,相当于14.12×106 t泥沙发生淤积。

Abstract: The channel-sandbar system (CSS) is a common geomorphic combination of rivers, and its development and evolution may pose a threat to safety of navigation, water-related engineering, and flood control. The evolution of CSS involves both subaerial and subaqueous parts. Accurately calculating the amount of topographic change remains a challenge in geomorphology. This study took the CSS of Zhangjiazhou reach of the Yangtze River as an example. The joint changes in the volume of subaerial sandbars and subaqueous channel-sandbars were considered. Based on navigation reference plane and the measured water level at hydrological stations, remote sensing images and navigation maps were corrected to a unified elevation reference. An integrated digital elevation model (DEM) for the evolution of CSS volume was developed. The results indicated that this method could efficiently calculate the volume changes of the CSS. From 1993 to 2019, the changes of CSS in the study area was indicated as erosion (12.85 × 106m3 in 1993-2008), siltation (8.14 × 106m3 in 2008-2013), and siltation (15.72 × 106m3 in 2013-2019). Overall, the volume of the CSS in the study area increased by 11.77 × 106m3 during 1993-2019, which was equivalent to 14.12 × 106 t of sediment deposition, using a sediment bulk density of 1.2 t/m3.

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