近20 a长江中游分汊河段的江心洲经历了冲刷并发生蚀退,但对微弯河段和顺直河段的江心洲差异化冲刷尚未有清晰认识。选取长江中游武汉河段的白沙洲和天兴洲作为研究对象,采用遥感影像、水文资料及野外调查,分析了白沙洲与天兴洲形态变化及差异化冲刷的原因。结果表明:1989—2020年,白沙洲洲体萎缩将近43.83%,天兴洲洲头浅滩变化较大,整体出露面积相对稳定;白沙洲与天兴洲的归一化植被指数(NDVI)整体较小,洲体植被覆盖空间差异性减小;这2个江心洲枯水期出露面积的变化主要体现在洲头浅滩;位于顺直河段的白沙洲洲头及侧向洲体遭遇冲刷,左侧洲体出现窝崩现象,其主要原因是白沙洲大桥桥墩的壅水与阻流作用;位于微弯河段的天兴洲自三峡工程蓄水后洲头遭受冲刷,2004年洲头守护工程实施和人工抛石有效地抑制了冲刷并实现了促淤作用。因此,江心洲的冲刷差异性主要体现在河段形态、主支汊相对位置和有无守护工程。
Abstract
Over the past two decades, mid-channel bars in the branching sections of the Middle Yangtze River have experienced substantial scouring or even retreating, yet the specific variances in scouring between slightly meandering and straight channels remain unclear. Baishazhou Sandbar and Tianxingzhou Sandbar, located in the Wuhan reach of the Middle Yangtze River, were selected as study sites to investigate the causes of morphological changes and differential scouring. This investigation utilized a combination of multi-source remote sensing imagery, hydrological data, and field surveys. The findings reveal significant alterations in the morphology of Baishazhou Sandbar, shrinking in size by approximately 43.83% between 1989 and 2020. Meanwhile, the head of Tianxingzhou sandbar underwent notable changes, although the overall exposed area remained relatively stable. Analysis of the normalized vegetation index (NDVI) indicates generally low vegetation cover on both sandbars, with diminished spatial discrepancies. During dry season, variations in exposed area primarily correlate with the bar head region. Specifically, on the Baishazhou Sandbar which is located in straight channel, scouring was observed on the head and lateral side, while local collapse on the left side, both due to the obstruction of Baishazhou Bridge piers. Similarly, on Tianxingzhou Sandbar which is located in slightly meandering channel, the bar head has experienced scouring following the impoundment of the Three Gorges Project. However, the implementation of protection measures, including artificial rock rip-rap in 2004, effectively mitigated scouring and facilitated deposition. In conclusion, differential scour of mid-channel bars manifests in several aspects, including channel planform, the relative positioning of mainstream and branches, and the presence or absence of protective infrastructure.
关键词
江心洲 /
微弯河段 /
顺直河段 /
差异化冲刷 /
水沙变化 /
长江中游 /
武汉河段
Key words
mid-channel bar /
slightly meandering reach /
straight reach /
differential scour /
water-sediment change /
Middle Yangtze River /
Wuhan Reach
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参考文献
[1] 韩剑桥,孙昭华,冯秋芬.江心洲头部冲淤动力临界特性[J].水科学进展,2013,24(6):842-848.(HAN Jian-qiao, SUN Zhao-hua, FENG Qiu-fen. Critical Features of Flow Dynamics at the Entrance of Multi-branched Channels[J]. Advances in Water Science, 2013, 24(6): 842-848.(in Chinese))
[2] 刘 晶,李志威,许清文,等.长江下游铁板洲洲头冲淤变化规律[J].长江流域资源与环境,2019,28(9):2219-2229.(LIU Jing, LI Zhi-wei, XU Qing-wen, et al. Erosion-deposition Processes of the Bar Head in Tiebanzhou Island in the Lower Yangtze River[J]. Resources and Environment in the Yangtze Basin, 2019, 28(9): 2219-2229.(in Chinese))
[3] 李志威, 王兆印, 贾艳红, 等. 三峡水库蓄水前后长江中下游江心洲的演变及其机理分析[J]. 长江流域资源与环境, 2015, 24(1): 65-73. (LI Zhi-wei, WANG Zhao-yin, JIA Yan-hong, et al. Evolution Analysis of Channel Bars in the Middle and Lower Yangtze River before and after Impoundment of Three Gorges Reservoir[J]. Resources and Environment in the Yangtze Basin, 2015, 24(1): 65-73.(in Chinese))
[4] 余新明, 谈广鸣, 张 悦, 等. 分汊河道水沙输移特征试验[J]. 武汉大学学报(工学版), 2007, 40(4): 9-12, 17. (YU Xin-ming, TAN Guang-ming, ZHANG Yue, et al. Experiment on Transportation Characteristics of Flow and Sediment in Distributaries Channel[J]. Engineering Journal of Wuhan University, 2007, 40(4): 9-12, 17.(in Chinese))
[5] 姚仕明, 张 超, 王 龙, 等. 分汊河道水流运动特性研究[J]. 水力发电学报, 2006, 25(3): 49-52, 57. (YAO Shi-ming, ZHANG Chao, WANG Long, et al. Study on the Characteristics of Flow Movement in Branching River[J]. Journal of Hydroelectric Engineering, 2006, 25(3): 49-52, 57.(in Chinese))
[6] 王继全, 张细兵. 长江中游武汉河段近期河道演变分析[J]. 人民长江, 2018, 49(3): 9-14. (WANG Ji-quan, ZHANG Xi-bing. Analysis of River Channel Evolution at Wuhan Reach of Yangtze River[J]. Yangtze River, 2018, 49(3): 9-14.(in Chinese))
[7] 陈凤玉. 武汉阳逻长江大桥桥位河段河床演变分析[J]. 人民长江, 2001, 32(4): 34-36. (CHEN Feng-yu. Analysis of River Bed Evolution at the Bridge Site of Wuhan Yangluo Yangtze River Bridge[J]. Yangtze River, 2001, 32(4): 34-36.(in Chinese))
[8] 王业祥, 李义天, 朱玲玲. 长江中游嘉鱼-燕子窝河段演变机理及发展趋势研究[J]. 泥沙研究, 2012(1): 1-6. (WANG Ye-xiang, LI Yi-tian, ZHU Ling-ling. Analysis of Evolution Mechanism and Tendency of Jiayu-Yanziwo Section in Middle Yangtze River[J]. Journal of Sediment Research, 2012(1): 1-6.(in Chinese))
[9] 蔡大富.长江中游戴家洲河段河床演变及碍航特性分析[J].泥沙研究,2011(2):47-54.(CAI Da-fu.River Channel Evolution and Charichateristics of Navigation-obstruction in Daijiazhou Section in Middle Yangtze River[J]. Journal of Sediment Research,2011(2):47-54.(in Chinese))
[10] 李 明, 朱玲玲, 李义天, 等. 长江中下游鹅头型分汊河道演变机理及发展趋势研究[J]. 水力发电学报, 2013, 32(1): 174-180, 186. (LI Ming, ZHU Ling-ling, LI Yi-tian, et al. Study on Evolution Mechanism and Development Trend of the Goose-head Pattern Braided Channel in the Middle and Lower Yangtze River[J]. Journal of Hydroelectric Engineering, 2013, 32(1): 174-180, 186.(in Chinese))
[11] 屈贵贤, 王 建, 高正荣, 等. 基于GIS的长江梅子洲头护岸工程对河势演变的影响分析[J]. 长江流域资源与环境, 2008, 17(6): 927-931.(QU Gui-xian, WANG Jian, GAO Zheng-rong, et al. Effect of Shoal Head Revetment on Fluvial Process of the Meizizhou Reach of the Yangtze River Based on GIS[J]. Resources and Environment in the Yangtze Basin, 2008, 17(6): 927-931.(in Chinese))
[12] 徐 芳, 岳红艳, 邓金运. 武汉天兴洲洲头整治工程效果分析[J]. 重庆交通大学学报(自然科学版), 2007, 26(6): 133-136. (XU Fang, YUE Hong-yan, DENG Jin-yun. Preliminary Study on Effect of Training Work at the Head of the Tianxingzhou Bar[J]. Journal of Chongqing Jiaotong University (Natural Science), 2007, 26(6): 133-136.(in Chinese))
[13] 岳红艳,朱勇辉,卢金友,等.长江武汉河段近期河床演变特性探讨[J].水利水电快报,2017,38(11):43-46.(YUE Hong-yan, ZHU Yong-hui, LU Jin-you, et al. Discussion on Recent Riverbed Evolution Characteristics of Wuhan Reach of the Yangtze River[J]. Express Water Resources & Hydropower Information, 2017, 38(11): 43-46.(in Chinese))
[14] 王 博,姚仕明,岳红艳,等.三峡水库运用后武汉天兴洲分汊河段演变规律及趋势[J].长江科学院院报,2015,32(8):1-8.(WANG Bo,YAO Shi-ming,YUE Hong-yan,et al.Regularity and Trend of the Evolution of Tianxingzhou Braided Channel in Wuhan after Three Gorges Reservoir Operation[J]. Journal of Yangtze River Scientific Research Institute,2015,32(8):1-8.(in Chinese))
[15] 李志威, 李艳富, 王兆印, 等. 分汊河流江心洲洲头冲淤概化模型[J]. 水科学进展, 2016, 27(1): 1-10. (LI Zhi-wei, LI Yan-fu, WANG Zhao-yin, et al. A Conceptual Model of Deposition and Erosion of Mid-channel Bar Head Zone in Anabranching River[J]. Advances in Water Science, 2016, 27(1): 1-10.(in Chinese))
基金
国家重点研发计划项目(2023YFC3209502); 湖北省技术创新重点研发计划项目(2023BCB110)