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.
Key words
riverbank stability /
evaluation index system /
current situation of bank /
influencing factors of bank collapse /
change process of bank slope
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References
[1] 长江流域规划办公室水文处河流研究室. 荆江河道特性初步研究(续)[J]. 泥沙研究, 1959, 4(3):15-52.
[2] THORNE C R, TOVEY N K. Stability of Composite River Banks[J]. Earth Surface Processes and Landforms, 1981, 6(6): 469-484.
[3] OSMAN A M, THORNE C R. Riverbank Stability Analysis. I: Theory[J]. Journal of Hydraulic Engineering, 1988, 114(2): 134-150.
[4] 余文畴. 长江中下游河道崩岸机理中的河床边界条件[J].raybet体育在线
院报, 2008,25(1):8-11.
[5] 余文畴, 岳红艳.长江中下游河道崩岸机理中的水流泥沙运动条件[J].人民长江,2008,39(3):64-66.
[6] 夏军强, 宗全利, 许全喜, 等. 下荆江二元结构河岸土体特性及崩岸机理[J]. 水科学进展, 24(6):800-820.
[7] 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, 2008:260.
[8] 夏军强, 邓珊珊, 周美蓉. 荆江河段崩岸机理及多尺度模拟方法[J]. 人民长江,48(19):1-11.
[9] raybet体育在线
. 湖北荆江河段2018年度河道监测成果分析报告[R].武汉:raybet体育在线
, 2019.
[10]唐金武, 邓金运, 由曲莹,等. 长江中下游河道崩岸预测方法[J]. 四川大学学报(工程科学版), 2012, 44(1):75-81.