林泳恩,孟越,杜懿,王大洋,王大刚.堆叠集成模型径流预报效果的影响因素研究[J].水文,2023(01).

张小峰,许全喜,谈广鸣,石国钰.河道岸线变形神经网络预测模型研究[J].泥沙研究,2001(05).

grid.254148.e, 0000 0001 0033 6389, College of Civil Engineering and Architecture, China Three Gorges University, 443002, Yichang, Hubei, China,grid.254148.e, 0000 0001 0033 6389, Key Laboratory of Disaster Prevention and Mitigation of Hubei Province, China Three Gorges University, 443002, Yichang, China,grid.254148.e, 0000 0001 0033 6389, College of Civil Engineering and Architecture, China Three Gorges University, 443002, Yichang, Hubei, China,grid.254148.e, 0000 0001 0033 6389, Key Laboratory of Disaster Prevention and Mitigation of Hubei Province, China Three Gorges University, 443002, Yichang, China,grid.254148.e, 0000 0001 0033 6389, College of Civil Engineering and Architecture, China Three Gorges University, 443002, Yichang, Hubei, China,grid.254148.e, 0000 0001 0033 6389, Key Laboratory of Disaster Prevention and Mitigation of Hubei Province, China Three Gorges University, 443002, Yichang, China.Prediction model of the collapse of bank slope under the erosion effect of wind-induced wave in the Three Gorges Reservoir Area, China[J].Environmental Earth Sciences,2020.

Azadeh Gholami,Hossein Bonakdari,Isa Ebtehaj,Saeed Reza Khodashenas.Reliability and sensitivity analysis of robust learning machine in prediction of bank profile morphology of threshold sand rivers[J].Measurement,2020.

Yannick Y. Rousseau,Marco J. Van de Wiel,Pascale M. Biron.Simulating bank erosion over an extended natural sinuous river reach using a universal slope stability algorithm coupled with a morphodynamic model[J].Geomorphology,2017.

Piya Biswas,A.K. Barbhuiya.Experimental Study on Scour at 90° Horizontal Forced Bend and its Protection Using Riprap[J].Aquatic Procedia,2015.

Taber L. Midgley,Garey A. Fox,Derek M. Heeren.Evaluation of the bank stability and toe erosion model (BSTEM) for predicting lateral retreat on composite streambanks[J].Geomorphology,2012.