Hind Talbi, Mohammed Jeyar, E. Chaabelasri, N. Salhi
{"title":"Conservative concentration reconstruction in depth-averaged random walk method for pollutant transport","authors":"Hind Talbi, Mohammed Jeyar, E. Chaabelasri, N. Salhi","doi":"10.1109/IRASET48871.2020.9092195","DOIUrl":null,"url":null,"abstract":"This work aims to apply a random walk particle tracking method to solve the depth-averaged pollutant transport. The water flow is modeled by the shallow water equations and solved using a triangular finite volume method, and the solute transport is solved by tracking a set of particles that represent the solute mass. The numerical method has been investigated in two cases Advection in uniform flows and Advection around a solid obstacle. The constructed concentration compared with the analytical solution shows a promising advantage of the presented model.","PeriodicalId":271840,"journal":{"name":"2020 1st International Conference on Innovative Research in Applied Science, Engineering and Technology (IRASET)","volume":"57 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2020-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"2020 1st International Conference on Innovative Research in Applied Science, Engineering and Technology (IRASET)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/IRASET48871.2020.9092195","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
This work aims to apply a random walk particle tracking method to solve the depth-averaged pollutant transport. The water flow is modeled by the shallow water equations and solved using a triangular finite volume method, and the solute transport is solved by tracking a set of particles that represent the solute mass. The numerical method has been investigated in two cases Advection in uniform flows and Advection around a solid obstacle. The constructed concentration compared with the analytical solution shows a promising advantage of the presented model.