ML and CFD Simulation of Flow Structure around Tandem Bridge Piers in Pressurized Flow
作者机构:School of Hydraulic EngineeringFaculty of Infrastructure EngineeringDalian University of TechnologyDalian116024China Department of Art and ArchitecturePayame Noor UniversityShiraz19395-4697Iran School of Foreign LanguagesNanjing Xiaozhuang UniversityNanjing211171China
出 版 物:《Computers, Materials & Continua》 (计算机、材料和连续体(英文))
年 卷 期:2023年第75卷第4期
页 面:1711-1733页
核心收录:
学科分类:12[管理学] 1201[管理学-管理科学与工程(可授管理学、工学学位)] 081104[工学-模式识别与智能系统] 08[工学] 0835[工学-软件工程] 0811[工学-控制科学与工程] 0812[工学-计算机科学与技术(可授工学、理学学位)]
基 金:supported by the National Natural Science Foundation of China (Grant Nos.52179060 and 51909024)
主 题:Bridge pier scour process deck width machine learning turbulent structure
摘 要:Various regions are becoming increasingly vulnerable to the increased frequency of floods due to the recent changes in climate and precipitation patterns throughout the *** a result,specific infrastructures,notably bridges,would experience significant flooding for which they were not intended and would be *** flow field and shear stress distribution around tandem bridge piers under pressurized flow conditions for various bridge deck widths are examined using a series of three-dimensional(3D)*** is indicated that scenarios with a deck width to pier diameter(Ld/p)ratio of 3 experience the highest levels of turbulent *** addition,maximum velocity and shear stresses occur in cases with Ld/p equal to *** indicate that increasing the number of piers from 1 to 2 and 3 results in the increase of bed shear stress by 24%and 20%***,five machine learning algorithms,including Decision Trees(DT),Feed Forward Neural Networks(FFNN),and three Ensemble models,are implemented to estimate the flow field and the turbulent *** indicated that the highest accuracy for estimation of U,and W,were obtained using AdaBoost ensemble with R2=0.946 and 0.951,***,the Random Forest algorithm outperformed AdaBoost slightly in the estimation of V and turbulent kinetic energy(TKE)with R2=0.894 and 0.951,respectively.