近10年长江中游重点险工段近岸河床冲淤演变特点分析

邹红梅, 杨成刚, 袁晶, 董炳江

长江科学院院报 ›› 2024, Vol. 41 ›› Issue (6) : 187-192.

PDF(5620 KB)
PDF(5620 KB)
长江科学院院报 ›› 2024, Vol. 41 ›› Issue (6) : 187-192. DOI: 10.11988/ckyyb.20231380
长江治理与保护创新发展暨三峡工程蓄水运用20周年学术研讨会专栏

近10年长江中游重点险工段近岸河床冲淤演变特点分析

  • 邹红梅, 杨成刚, 袁晶, 董炳江
作者信息 +

Evolution Characteristics of Near-bank Riverbed Erosion andDeposition in Vulnerable Sections of Middle Yangtze River over the Past Decade

  • ZOU Hong-mei, YANG Cheng-gang, YUAN Jing, DONG Bing-jiang
Author information +
文章历史 +

摘要

险工段是河道岸坡易崩段,是长江防洪体系的薄弱环节,险工段近岸河床演变直接关乎沿江堤防稳定和防洪安全。根据近10 a来长江中游重点险工段观测成果,研究了险工段近岸河床冲淤演变特点及水沙条件、整治工程、土体组成等对险工段河床演变的影响。结果表明,整治工程实施对保障险工段近岸河床稳定具有显著作用,岸坡趋于稳定是长江中游重点险工段演变的总体规律。受局部河势调整影响,仍有1/3左右的险工段近岸河床存在冲刷趋陡的现象,需加强观测并采取相应守护措施。研究成果对研判长江中游重点险工段岸坡稳定发展趋势、优化险工段观测位置布设具有重要意义。

Abstract

Vulnerable riverbank slopes are prone to collapses and thus represents weak links of the Yangtze River flood control system.The evolution of vulnerable riverbank slopes directly impact levee stability and flood control safety.Based on a decade of observations of vulnerable sections of the middle reach of Yangtze River,we investigate the evolution patterns of vulnerable riverbank slopes and explore how water and sediment conditions,regulatory projects,and soil composition influence riverbed dynamics.Findings reveal that river regulation projects notably influence the stability of the near-bank riverbed,with a tendency towards bank slope stabilization being a prevailing trend.However,approximately one-third of the vulnerable sections exhibit a continued erosion steepening,attributed to local river regime adjustments.Vigilant monitoring and corresponding protective measures are thus imperative.These research outcomes hold significant implications for analyzing and projecting the development trend of key riverbank sections in the middle reach of Yangtze River and optimizing observation site layouts for these critical sections.

关键词

长江中游 / 险工段 / 岸坡稳定 / 水沙条件 / 冲淤演变

Key words

middle reach of Yangtze River / dangerous section / bank slope stability / water and sediment conditions / erosion and deposition evolution

引用本文

导出引用
邹红梅, 杨成刚, 袁晶, 董炳江. 近10年长江中游重点险工段近岸河床冲淤演变特点分析[J]. 长江科学院院报. 2024, 41(6): 187-192 https://doi.org/10.11988/ckyyb.20231380
ZOU Hong-mei, YANG Cheng-gang, YUAN Jing, DONG Bing-jiang. Evolution Characteristics of Near-bank Riverbed Erosion andDeposition in Vulnerable Sections of Middle Yangtze River over the Past Decade[J]. Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 187-192 https://doi.org/10.11988/ckyyb.20231380
中图分类号: TV147.5   

参考文献

[1] 许全喜,董炳江,袁 晶,等.三峡工程运用后长江中下游河道冲刷特征及其影响[J].湖泊科学,2023,35(2):650-661.(XU Quan-xi, DONG Bing-jiang, YUAN Jing, et al. Scouring Effect of the Middle and Lower Reaches of the Yangtze River and Its Impact after the Impoundment of the Three Gorges Project[J]. Journal of Lake Sciences, 2023, 35(2): 650-661.(in Chinese))
[2] 许全喜,董炳江,张 为.2020年长江中下游干流河道冲淤变化特点及分析[J].人民长江,2021,52(12):1-8.(XU Quan-xi, DONG Bing-jiang, ZHANG Wei. Characteristics and Analysis on Scouring and Silting Changes in Main Stream of Middle and Lower Reaches of Changjiang River in 2020[J]. Yangtze River, 2021, 52(12): 1-8.(in Chinese))
[3] 长江水利委员会水文局. 2022年度三峡水库进出库水沙特性、水库淤积及坝下游河道冲刷分析[R]. 武汉: 长江水利委员会水文局,2023. (Bureau of Hydrology, Changjiang Water Resources Commission. Analysis of Water and Sediment Characteristics, Reservoir Siltation and Channel Erosion Downstream of the Three Gorges Reservoir in 2022[R]. Wuhan: Bureau of Hydrology, Changjiang Water Resources Commission, 2023. (in Chinese))
[4] 夏军强,周美蓉,许全喜,等.三峡工程运用后长江中游河床调整及崩岸特点[J].人民长江,2020,51(1):16-27.(XIA Jun-qiang, ZHOU Mei-rong, XU Quan-xi, et al. Bank Collapse and River Bed Adjustment in Middle Yangtze River after Operation of Three Gorges Project[J]. Yangtze River, 2020, 51(1): 16-27.(in Chinese))
[5] 胡维忠. 长江中下游干流河道崩岸状况及其防治[J]. 长江技术经济, 2020, 4(1): 17-20. (HU Wei-zhong. Bank Collapse and Its Prevention in the Main Stream of the Middle and Lower Reaches of the Yangtze River[J]. Technology and Economy of Changjiang, 2020, 4(1): 17-20.(in Chinese))
[6] 朱玲玲, 许全喜, 陈子寒. 新水沙条件下荆江河段强冲刷响应研究[J]. 应用基础与工程科学学报, 2018, 26(1): 85-97. (ZHU Ling-ling, XU Quan-xi, CHEN Zi-han. Extraordinary Scour of Jingjiang Reach Downstream from Three Gorges Project[J]. Journal of Basic Science and Engineering, 2018, 26(1): 85-97.(in Chinese))
[7] 樊咏阳, 胡春燕, 陈莫非. 三峡水库蓄水前后荆江河段冲淤与水沙过程响应[J]. 人民长江, 2020, 51(10): 1-6. (FAN Yong-yang, HU Chun-yan, CHEN Mo-fei. Response of Bed Evolution in Jingjiang River to Water and Sediment Process before and after Operation of Three Gorges Reservoir[J]. Yangtze River, 2020, 51(10): 1-6.(in Chinese))
[8] 李 诺,夏军强,邓珊珊,等.长江中游荆江河段典型断面崩岸预警方法及应用[J].人民长江,2023,54(3):9-15.(LI Nuo, XIA Jun-qiang, DENG Shan-shan, et al. Study on Early-warning Method of Bank Collapse at Typical Sections of Jingjiang Reach of Middle Yangtze River and Its Application[J]. Yangtze River, 2023, 54(3): 9-15.(in Chinese))
[9] 石建华,李宁波,袁 虎,等.三峡水库蓄水后下荆江险工段近岸河床演变分析[J].人民长江,2013,44(1):18-21,33.(SHI Jian-hua, LI Ning-bo, YUAN Hu, et al. Nearshore Riverbed Evolution of Key Dangerous Reach of Lower Jingjiang River after Impoundment of Three Gorges Reservoir[J]. Yangtze River, 2013, 44(1): 18-21, 33.(in Chinese))
[10] 段光磊, 龙 慧, 郭满姣. 三峡水库蓄水后荆江大堤险工段近岸河床演变分析[J]. 长江科学院院报, 2014, 31(5): 117-122. (DUAN Guang-lei, LONG Hui, GUO Man-jiao. Evolvement of Riverbed near Bank of Dangerous Reach along Jingjiang River Levee after the Impoundment of Three Gorges Reservoir[J]. Journal of Yangtze River Scientific Research Institute, 2014, 31(5): 117-122.(in Chinese))
[11] 刘黎明,段光磊.荆江文村夹堤段近岸河床演变分析[J].水利水电快报,2003,24(22):21-24.(LIU Li-ming,DUAN Guang-lei.Analysis on the Evolution of Nearshore Riverbed in Jiajiadi Section of Wencun, Jingjiang River[J].Express Water Resources & Hydropower Information,2003,24(22):21-24.(in Chinese))
[12] 彭玉明, 夏军强, 彭 佳, 等. 荆江近岸河床演变对水沙条件的响应探讨[J]. 水文, 2018, 38(5): 11-16. (PENG Yu-ming, XIA Jun-qiang, PENG Jia, et al. Response of the Nearshore Riverbed Evolution to Flow and Sediment Conditions in Jingjiang Reach[J]. Journal of China Hydrology, 2018, 38(5): 11-16.(in Chinese))
[13] 陈思含. 荆江河段平滩河槽形态对水沙条件响应研究[D].武汉:长江科学院,2021.(CHEN Si-han.Study on the Response of Bankfull Channel Geometry to Water and Sediment Conditions in the Jingjiang Reach[D].Wuhan: Changjiang River Scientiffic Research Institute, 2021. (in Chinese))
[14] 左利钦,陆永军,王洪杨,等.荆江河段泥沙冲淤对三峡水库汛期排沙的响应[J].水科学进展,2023,34(1):115-125.(ZUO Li-qin, LU Yong-jun, WANG Hong-yang, et al. Responses of Erosion and Deposition in the Jingjiang Reach to Sediment Delivery of the Three Gorges Reservoir during Flood Season[J]. Advances in Water Science, 2023, 34(1): 115-125.(in Chinese))
[15] 李思璇. 三峡水库调蓄对荆江水沙输移及河床调整的作用机理研究[D]. 武汉: 武汉大学, 2019. (LI Si-xuan. The Impacts of the Three Gorges Reservoir Regulation on the Flow-sediment Transport and Riverbed Adjustment Mechanism of the Jingjiang Reach[D].Wuhan: Wuhan University, 2019. (in Chinese))
[16] 余文畴, 卢金友. 长江河道崩岸与护岸[M]. 北京: 中国水利水电出版社, 2008. (YU Wen-chou, LU Jin-you. Bank Collapse and Bank Protection of Yangtze River Channel[M]. Beijing: China Water & Power Press, 2008. (in Chinese))
[17] 宗全利, 夏军强, 许全喜, 等. 上荆江河段河岸土体组成分析及岸坡稳定性计算[J]. 水力发电学报, 2014, 33(2): 168-178. (ZONG Quan-li, XIA Jun-qiang, XU Quan-xi, et al. Soil Composition Analysis and Slope Stability Calculation for Riverbanks in the Upper Jingjiang Reach[J]. Journal of Hydroelectric Engineering, 2014, 33(2): 168-178.(in Chinese))

基金

国家重点研发计划项目(2023YFC3209502);长江水科学研究联合基金(U2340217);湖南省水利科技项目(XSKJ2022068-39)

PDF(5620 KB)

Accesses

Citation

Detail

段落导航
相关文章

/