A one-dimensional mathematical model representing the behavior of the deep bed filter was developed. This model involves the solution of the mass conservation equation for the inclusions and accounts for the change of bed porosity with inclusion deposition, as a function of bed depth and time. The inclusion deposition and reentrainment processes are represented with a rate expression. The pressure drop is calculated from the Ergun equation. The model validation was carried out by comparing the model predictions with the experimental data from a pilot-scale deep bed filter in which the working fluid was water and the bed was of granular alumina Water containing PVC particles as inclusions was filtered under various conditions. The filtration rate expressions were developed for different sizes of alumina and were used to simulate bed behavior for a given bed configuration. The simulated results were in good agreement with the experimental data, and the behavior of the water-PVC system was successfully predicted.
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School of Geodesy and Geomatics, Wuhan University, 129 Luoyu Road, Wuhan 430079, China
China Zhongjie Major Bridge Reconnaissance and Design Institute Co. Ltd., 34 Hanyang Avenue, Wuhan 430050, ChinaSchool of Geodesy and Geomatics, Wuhan University, 129 Luoyu Road, Wuhan 430079, China
Wu, Dijun
Sun, Hiayan
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School of Geodesy and Geomatics, Wuhan University, 129 Luoyu Road, Wuhan 430079, ChinaSchool of Geodesy and Geomatics, Wuhan University, 129 Luoyu Road, Wuhan 430079, China
Sun, Hiayan
Huang, Quanyi
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School of Geodesy and Geomatics, Wuhan University, 129 Luoyu Road, Wuhan 430079, China
Department of Engineering Physics, Tsinghua University, Qinghua Yuan Haidian District, Beijing 100084, ChinaSchool of Geodesy and Geomatics, Wuhan University, 129 Luoyu Road, Wuhan 430079, China
Huang, Quanyi
Xiong, Jinbao
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School of Geodesy and Geomatics, Wuhan University, 129 Luoyu Road, Wuhan 430079, ChinaSchool of Geodesy and Geomatics, Wuhan University, 129 Luoyu Road, Wuhan 430079, China