Risk Assessment and Influencing Factors of Bank Collapse in Jingzhou Section of Yangtze River in 2024

LI Ling-yun, DENG Cai-yun, CHEN Fei, LIU Guo-liang, HE Guang-shui, GUO Chao, WANG Hong-yang

Journal of Changjiang River Scientific Research Institute ›› 2025, Vol. 42 ›› Issue (8) : 10-19.

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Journal of Changjiang River Scientific Research Institute ›› 2025, Vol. 42 ›› Issue (8) : 10-19. DOI: 10.11988/ckyyb.20240720
River-Lake Protection And Regulation

Risk Assessment and Influencing Factors of Bank Collapse in Jingzhou Section of Yangtze River in 2024

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Abstract

[Objectives] Bank collapse is a major form of planform deformation of alluvial riverbeds and one of the major natural disasters in the middle and lower reaches of the Yangtze River. However, due to multiple influencing factors and complex mechanisms of bank collapse, its accurate prediction and early warning remain challenging. After the construction and operation of the Three Gorges and upstream cascade reservoir groups, the Jingzhou section of the Yangtze River in Hubei Province shows long-distance and long-term scour trends, with significantly increased bank collapse risks, seriously affecting flood control, navigation, and socio-economic development along the river. This study aims to develop a method for predicting bank collapse under continuous scour conditions in the middle reaches of the Yangtze River, providing technical support for the establishment and practical application of a multi-indicator bank collapse risk assessment model. [Methods] A comprehensive bank collapse risk evaluation indicator system was developed for the middle reaches of the Yangtze River based on the analytic hierarchy process, encompassing three dimensions: current bank collapse status, substrate conditions, and near-bank variations, with a total of six characteristic indicators. On this basis, a comprehensive bank collapse risk assessment model in the middle reaches of the Yangtze River was established. Three-level early warning classification criteria for bank collapse were proposed, and they were applied to predict bank collapse risks in the Jingjiang and Honghu sections of the Yangtze River mainstream. [Results] Following the operation of the Three Gorges Project, most of the bank collapses and areas with high bank collapse intensity in the Jingzhou section of the Yangtze River mainstream were largely associated with local river regime adjustments. In addition to collapse occurring in unprotected bank sections, many failures occurred in the weak parts of protected sections or lightly protected sections, with a notable increase in sudden bank collapse events. In 2024, the Jingzhou section of the Yangtze River mainstream in Hubei had nine bank sections predicted to be at high risk of collapse with a red warning level. The majority of the high-risk bank collapse sections were distributed in natural unprotected sections, though some protected sections still had relatively high early warning levels for bank collapse. Among them, the total lengths of the Level I and II warning bank sections were 3.54 km and 16.76 km, respectively. [Conclusions] Based on the evaluation results of typical bank sections including protected, unprotected, and mainstream-adjacent banks, the bank collapse risk assessment model constructed in this study demonstrates certain applicability for bank collapse prediction in typical sections of the middle reaches of the Yangtze River. The characteristic indicators show certain sensitivity to variations in different bank conditions, and the proposed classification criteria for bank collapse early warning levels are reasonably sound.

Key words

bank collapse / risk assessment / influencing factors / analytic hierarchy process / bank collapse early-warning / Jingzhou section of Yangtze River mainstream

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LI Ling-yun , DENG Cai-yun , CHEN Fei , et al . Risk Assessment and Influencing Factors of Bank Collapse in Jingzhou Section of Yangtze River in 2024[J]. Journal of Changjiang River Scientific Research Institute. 2025, 42(8): 10-19 https://doi.org/10.11988/ckyyb.20240720

References

[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 Science, 2023, 35(2): 650-661.(in Chinese))
[2]
孙启航, 夏军强, 周美蓉, 等. 三峡工程运用后城陵矶—武汉河段河床调整及崩岸特点[J]. 湖泊科学, 2019, 31(5):1447-1458.
(SUN Qi-hang, XIA Jun-qiang, ZHOU Mei-rong, et al. Characteristics of Channel Adjustments and Bank Erosion in the Chenghan Reach after the Three Gorges Project Operation[J]. Journal of Lake Science, 2019, 31 (5): 1447-1458.(in Chinese))
[3]
长江水利委员会水文局. 长江中下游(宜昌至湖口)2022年度河道演变分析报告[R]. 武汉: 长江水利委员会水文局, 2023.
Hydrology Bureau of Changjiang Water Resources Commission. Analysis Report on River Evolution in the Middle and Lower Reaches of the Yangtze River (Yichang To Hukou) in 2022[R]. Wuhan: Hydrology Bureau of Changjiang Water Resources Commission, 2023.(in Chinese))
[4]
姚仕明, 黎礼刚, 岳红艳, 等. 长江中下游崩岸机理与护岸工程技术回顾与展望[J]. 中国防汛抗旱, 2022, 32(9):7-15.
(YAO Shi-ming, LI Li-gang, YUE Hong-yan, et al. Review and Prospect of Bank Collapse Mechanism and Bank Protection Engineering Technology in the Middle and Lower Yangtze River[J]. China Flood & Drought Management, 2022, 32(9): 7-15.(in Chinese))
[5]
孙贵洲, 姚仕明, 谢作涛, 等. 新形势下长江中下游河道治理与保护长效机制探讨[J]. 长江技术经济, 2023, 7(1): 1-7.
(SUN Gui-zhou, YAO Shi-ming, XIE Zuo-tao, et al. Long-term Mechanism of River Regulation and Protection in the Middle and Lower Reaches of the Changjiang River under the New Situation[J]. Technology and Economy of Changjiang, 2023, 7(1): 1-7.(in Chinese))
[6]
栾华龙, 刘同宦, 高华峰, 等. 新水沙情势下长江中下游干流岸线保护研究:以扬中市2017年江堤崩岸治理为例[J]. 人民长江, 2019, 50(8):14-19.
(LUAN Hua-long, LIU Tong-huan, GAO Hua-feng, et al. River Bank Protection of Middle and Lower Reaches of Yangtze RIver under New Flow and Sediment Condition: Case of Levee Erosion in Yangzhong City in 2017[J]. Yangtze River, 2019, 50(8): 14-19.(in Chinese))
[7]
夏军强, 刘鑫, 邓珊珊, 等. 三峡工程运用后荆江河段崩岸时空分布及其对河床调整的影响[J]. 湖泊科学, 2022, 34(1): 296-306.
(XIA Jun-qiang, LIU Xin, DENG Shan-shan, et al. Temporal and Spatial Distribution of Bank Retreat in the Jingjiang Reach of the Yangtze River after the Three Gorges Project Operation and Its Influence on Channel Adjustment[J]. Journal of Lake Sciences, 2022, 34(1): 296-306.(in Chinese))
[8]
夏军强, 邓珊珊. 冲积河流崩岸机理、数值模拟及预警技术研究进展[J]. 长江科学院院报, 2021, 38(11): 1-10.
Abstract
冲积河流崩岸不仅影响河势稳定,而且威胁两岸堤防等重要涉水工程安全。近年来由于上游来水来沙变化及水库运用等影响,长江中下游及黄河下游河段河床冲刷,崩岸现象突出,增大了河道防洪压力。从崩岸机理、数值模拟及监测预警技术3个方面总结了冲积河流崩岸的研究进展,指出了仍待解决的几个关键问题。在崩岸机理方面,阐明了崩岸发生的力学条件及影响因素,但需深化研究各因素之间的相互作用。崩岸数值模拟方法的快速发展为崩岸预测提供了有效的技术手段,但需更为全面地考虑崩岸机理,并有效刻画河岸边界条件的沿程变化。在监测预警技术方面,通常以局部岸段的地形及水沙条件监测为主,崩岸预警等级划分指标及方法多以经验法为主,需建立统一的、完善的评估体系。
(XIA Jun-qiang, DENG Shan-shan. Review on Bank Erosion Processes in Alluvial Rivers: Mechanism, Modelling and Early-warning[J]. Journal of Yangtze River Scientific Research Institute, 2021, 38(11): 1-10.(in Chinese))
Bank erosion processes in alluvial rivers would not only affect the channel stability in local reaches, but also cause severe damages to riparian levees. Due to the changes of incoming water and sediment condition as well as reservoir operation, the middle and lower Yangtze River and the lower Yellow River have witnessed frequent bank erosion processes, which pose great pressure on flood control management. Recent research progresses were reviewed from aspects of bank erosion mechanisms, numerical modelling, field monitoring and early-warning techniques. Some key issues to be addressed are also pointed out. In terms of bank erosion mechanism, the mechanics condition and influence factors have been well expounded by previous researches, but the interaction among such factors are to be revealed in depth. The coupling of bank erosion model with hydro-and-sediment dynamic models provides an effective technique for bank erosion prediction; yet the longitudinal variation of channel boundary (soil properties, near-bank topography, vegetation etc.) needs to be characterized more effectively and the bank erosion mechanism should be considered more comprehensively. Field monitoring in practical engineering is mainly focused on the flow and sediment conditions and the near-bank topography in some local reaches. Besides, the early-warning of bank erosion is mostly based on empirical methods; a set of systematic evaluating indicators and an improved method for classifying early-warning levels should be established.
[9]
岳红艳, 吕庆标, 朱勇辉, 等. 河道岸坡水位涨落变化对崩岸影响试验研究[J]. 人民长江, 2021, 52(增刊2): 15-20.
(YUE Hong-yan, Qing-biao, ZHU Yong-hui, et al. Experimental Study on the Influence of Water Level Fluctuation on Bank Collapse in River Bank Slope[J]. Yangtze River, 2021, 52(Supp. 2): 15-20.(in Chinese))
[10]
况卫明, 黎良辉, 赖敬飞, 等. 水位骤变条件下河流崩岸模型试验及机理研究[J]. 水电能源科学, 2021, 39(1):130-133.
(KUANG Wei-ming, LI Liang-hui, LAI Jing-fei, et al. Model Test and Mechanism Study of River Bank Erosion at Sudden Change of Water Level[J]. Water Resources and Power, 2021, 39 (1): 130-133. ) (in Chinese)
[11]
张幸农, 假冬冬, 陈长英. 长江中下游崩岸时空分布特征与规律[J]. 应用基础与工程科学学报, 2021, 29(1):55-63.
(ZHANG Xing-nong, JIA Dong-dong, CHEN Chang-ying. The Spatial and Temporal Distribution Characteristic of Bank Collapses in the Middle and Lower Reaches of the Yangtze River[J]. Journal of Basic Science and Engineering, 2021, 29(1): 55-63.(in Chinese))
[12]
夏军强, 周悦瑶, 邓珊珊, 等. 荆江段抛石护岸稳定性计算及其影响因素分析[J]. 水力发电学报, 2022, 41(8):1-11.
(XIA Jun-qiang, ZHOU Yue-yao, DENG Shan-shan, et al. Calculations of Bank Stability of Riprap Revetment in Jingjiang Reach and Analysis of Its Influencing Factors[J]. Journal of Hydroelectric Engineering, 2022, 41 (8): 1-11.(in Chinese))
[13]
假冬冬, 杨俊, 陈长英, 等. 中国北方季节性冰冻河流岸滩崩塌数值模拟: 以松花江为例[J]. 水科学进展, 2021, 32(5): 717-726.
(JIA Dong-dong, YANG Jun, CHEN Chang-ying, et al. Numerical Simulation of Bank Erosion in a Typical Seasonally Frozen River-case Study of the Songhua River, China[J]. Advances in Water Science, 2021, 32(5): 717-726.(in Chinese))
[14]
张帆一, 闻云呈, 王晓俊, 等. 长江下游崩岸预警模型水动力指标阈值研究[J]. 水力发电学报, 2023, 42(6):53-64.
(ZHANG Fan-yi, WEN Yun-cheng, WANG Xiao-jun, et al. Study on Hydrodynamic Index Threshold of Early Warning Model for Bank Collapse in Lower Reaches of Yangtze River[J]. Journal of Hydroelectric Engineering, 2023, 42(6): 53-64.(in Chinese))
[15]
齐家露, 夏军强, 邓珊珊, 等. 三峡工程运行后荆江河段坡比的统计特征及稳定坡比确定[J]. 武汉大学学报(工学版), 2022, 55(10): 993-1001.
(QI Jia-lu, XIA Jun-qiang, DENG Shan-shan, et al. Statistical Characteristics of Bank Slope in the Jingjiang Reach and Determination of Critical Slope after the Three Gorges Project Operation[J]. Engineering Journal of Wuhan University, 2022, 55(10): 993-1001.(in Chinese))
[16]
邓彩云, 李凌云, 朱勇辉. 河岸稳定性评估指标体系初探[J]. 长江科学院院报, 2019, 36(10): 127-130.
Abstract
河岸稳定性影响因素众多,各因素间的相互作用机理复杂,现阶段的已有研究深度尚难以满足定量计算河岸稳定性的需求。采用定性分析与定量计算相结合的方法,初步构建了河岸稳定性评估指标体系。在此过程中,分析河岸稳定性评估指标选取的基本原则,将河岸稳定性评估指标体系分为目标层、属性层和指标层3个层次,依据河岸稳定性现状、影响因素和变化过程对岸线现状、岸坡地质条件、护岸完备性条件、河势变化情况、近岸河床冲刷程度和近岸河床坡度情况等指标进行了分析,初步探讨了河岸稳定性评估结果可靠性问题。讨论分析结果表明:河岸稳定性评估体系是基于对多个动态可变因子的定量化尝试;评估的有效性依赖于近岸河床变化监测数据的可靠性和代表性;下一步研究可针对具体河段开展指标量化或优化计算方法探讨,以及河道岸坡稳定性评估体系的验证。
(DENG Cai-yun, LI Ling-yun, ZHU Yong-hui. Preliminary Study on Riverbank Stability Evaluation Index System[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(10): 127-130.(in Chinese))
Due to numerous influencing factors and complexity of the interaction mechanism among these factors, current study on riverbank stability is still difficult to meet the demand of quantitative calculation. In this paper, a riverbank stability evaluation index system is constructed by combining qualitative analysis with quantitative calculation. In this process, the basic principle of selecting the evaluation indexes of riverbank stability is analyzed. The evaluation index system of river bank stability is divided into three layers: target layer, attribute layer and index layer. According to the current situation, influencing factors and change process of riverbank stability, the current situation of bank line, the geological condition of bank slope, the condition of bank protection completeness, the change of river regime, and the scour degree and slope of river bed near bank are analyzed. The reliability of evaluation results in the process of river bank stability assessment is also discussed.The discussion and analysis demonstrate: the riverbank stability evaluation index system is based on the quantitative attempt of multiple dynamic variable factors; the validity of the system depends on the reliability and representativeness of the monitoring data of the nearshore riverbed; further study can be performed in terms of quantitative or optimal calculation methods for specific river sections as well as the verification of the riverbank stability evaluation index system.
[17]
孙启航, 夏军强, 周美蓉, 等. 层次分析法在荆江河段崩岸影响因素研究中的应用[J]. 泥沙研究, 2021, 46(2):21-28.
(SUN Qi-hang, XIA Jun-qiang, ZHOU Mei-rong, et al. Application of Analytic Hierarchy Process in the Study of Factors Affecting Bank Erosion in the Jingjiang Reach[J]. Journal of Sediment Research, 2021, 46(2): 21-28.(in Chinese))
[18]
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))
[19]
长江水利委员会长江科学院. 湖北荆江河段2023年度河道监测成果分析报告[R]. 武汉: 长江水利委员会长江科学院, 2024.
Changjiang River Scientific Research Institute of Changjiang Water Resources Commission. Analysis Report on River Monitoring of the Jingjiang Reach in Hubei Province for 2023[R]. Wuhan: Changjiang River Scientific Research Institute of Changjiang Water Resources Commission, 2024.(in Chinese))
[20]
长江水利委员会长江科学院. 湖北省长江干流重点河段崩岸监测与预警2023年度成果报告[R]. 武汉: 长江水利委员会长江科学院, 2024.
Changjiang River Scientific Research Institute of Changjiang Water Resources Commission. Sciences Report on Monitoring and Early Warning of Bank Erosion in Key Sections of the Yangtze River in Hubei Province for 2023[R]. Wuhan: Changjiang River Scientific Research Institute of Changjiang Water Resources Commission, 2024.(in Chinese))
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