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Application of Artificial Neural Network, Kriging, and Inverse Distance Weighting Models for Estimation of Scour Depth around Bridge Pier with Bed Sill

机译：人工神经网络，克里格法和距离反演权重模型在带床槛桥墩冲深估算中的应用

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Homayoon Seyed Rahman; Keshavarzi Alireza; Gazni Reza;
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年度 2010
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1. Application of Artificial Neural Network, Kriging, and Inverse Distance Weighting Models for Estimation of Scour Depth around Bridge Pier with Bed Sill [J] . Homayoon Seyed Rahman, Keshavarzi Alireza, Gazni Reza Journal of Software Engineering and Applications . 2010,第10期

机译：人工神经网络，克里格法和距离反演权重模型在床墩桥墩冲深估算中的应用
2. Prediction of local scour depth at bridge piers under clear-water and live-bed conditions: comparison of literature formulae and artificial neural networks [J] . E. Toth, L. Brandimarte Journal of Hydroinformatics . 2011,第4期

机译：清水和活床条件下桥墩局部冲刷深度的预测：文献公式与人工神经网络的比较
3. NEURAL NETWORK MODELING FOR ESTIMATION OF SCOUR DEPTH AROUND BRIDGE PIERS [J] . LEE T. L., JENG D. S., ZHANG G. H., Journal of Hydrodynamics . 2007,第3期

机译：估算桥墩冲深的神经网络模型
4. APPLICATION OF ARTIFICIAL NEURAL NETWORKS IN ASSESSING THE EQUILIBRIUM DEPTH OF LOCAL SCOUR AROUND BRIDGE PIERS [C] . Ehsan Sarshari, Philippe Mullhaupt ASME international conference on ocean, offshore and arctic engineering . 2015

机译：人工神经网络在桥墩局部冲刷深度评估中的应用
5. Estimation of long-term bridge pier scour in cohesive soils at Maryland bridges using EFA/SRICOS. [D] . Ghelardi, Veronica M. 2004

机译：使用EFA / SRICOS估算马里兰州桥梁的粘性土壤中的长期桥墩冲刷量。
6. Assessment of Ordinary Kriging and Inverse Distance Weighting Methods for Modeling Chromium and Cadmium Soil Pollution in E-Waste Sites in Douala Cameroon [O] . Romaric Emmanuel Ouabo, Abimbola Y. Sangodoyin, Mary B. Ogundiran 2020

机译：喀麦隆杜阿拉电子废物场地中铬和镉土壤污染的普通克里格法和反距离加权法评估
7. Prediction of local scour depth at bridge piers under clear-water and live-bed conditions: comparison of literature formulae and artificial neural networks [O] . E. Toth, L. Brandimarte 2011

机译：清水和实用床条件下桥墩局部冲刷深度的预测：文学公式和人工神经网络的比较

Application of Artificial Neural Network, Kriging, and Inverse Distance Weighting Models for Estimation of Scour Depth around Bridge Pier with Bed Sill

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