| 黄河源弯曲河流的河段尺度横向冲淤特征研究 |
| |
| 引用本文： | 文杰,李志威,陈帮,胡旭跃. 黄河源弯曲河流的河段尺度横向冲淤特征研究[J]. 水利水运工程学报, 2022, 0(1): 48-58. DOI: 10.12170/20211108001 |
| |
| 作者姓名： | 文杰 李志威 陈帮 胡旭跃 |
| |
| 作者单位： | 1.长沙理工大学 水利与环境工程学院，湖南 长沙 410114 |
| |
| 基金项目： | 国家自然科学基金资助项目（51979012）；湖南省自然科学基金资助项目（2020JJ3036）；湖南省教育厅重点项目（19A017） |
| |
| 摘 要： | 弯道横向迁移是弯曲河流周期性演变的主要特征，也是横向冲淤的累积性结果。为认识弯曲河流年际时间尺度下的河岸迁移规律，2018—2020年在黄河源麦曲和兰木错曲河段开展了连续3年的无人机航测。通过影像后处理技术生成高精度地形，对河段尺度的河岸迁移和弯道冲淤特征进行探讨。结果表明:边滩的淤积外延驱动边滩-凹岸宽度的变化，所以弯道河宽变化值超过0.1B（B为河宽）的河段总是位于弯顶段。两个弯曲河段凹冲凸淤特征明显，凹岸侵蚀峰值与凸岸淤积峰值在弯道出口段呈对称分布。麦曲河段的凸岸边滩冲淤共存，但整体淤长，凹岸岸线的冲退宽度反映了河岸侵蚀状况。
|
| 关 键 词： | 弯曲河流 横向冲淤 河段尺度 点边滩 无人机航测 |
| 收稿时间： | 2021-11-08 |
Reach-scale lateral erosion and deposition of meandering rivers in the source region of the Yellow River |
| |
| WEN Jie,LI Zhiwei,CHEN Bang,HU Xuyue. Reach-scale lateral erosion and deposition of meandering rivers in the source region of the Yellow River[J]. Hydro-Science and Engineering, 2022, 0(1): 48-58. DOI: 10.12170/20211108001 |
| |
| Authors: | WEN Jie LI Zhiwei CHEN Bang HU Xuyue |
| |
| Affiliation: | 1.School of Hydraulic and Environmental Engineering, Changsha University of Science & Technology, Changsha 410114, China2.State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China |
| |
| Abstract: | Lateral migration is an inevitable process of periodic evolution in a meandering river, which is an accumulated result of lateral erosion and deposition. In order to understand the bank migration of typical meandering rivers in the source region of the Yellow River on an interannual timescale, the channel topography was surveyed by Unmanned Aerial Vehicle (UAV) in Maiqu and Lamucuoqu Rivers from 2018 to 2020. Based on the high-resolution topography generated by the image post-processing technology, the characteristics of river bank migration and curve erosion and deposition on a reach scale are discussed. Results show that because the width change of “point bar-concave bank” is dominated by the enlargement of point bar, the reach where the change of river width exceeds 10% is always at the apex of the bend. The feature of “concave bank erosion and convex bank deposition” in the meandering reach is distinct, and the peak values of concave bank erosion and convex bank deposition are symmetrically distributed along the channel at the outlet of the bend. Erosion and deposition coexist on the convex bank zone in the Maiqu River, though the deposition process is dominated in the long term. The width variation of concave bankline reflects the erosion volume along the channel. |
| |
| Keywords: | |
| 本文献已被 万方数据 等数据库收录！ |
| 点击此处可从《水利水运工程学报》浏览原始摘要信息 |
|
点击此处可从《水利水运工程学报》下载免费的PDF全文 |
