Technical Papers
Jun 17, 2014

Experimental and Numerical Simulation on Hexavalent Chromium Migration Characteristics by Permeable Fine-Grained Sand Barrier Filters

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 19, Issue 2

Abstract

The presence of toxic hexavalent chromium poses a great challenge in the wastewater pretreatment of agricultural irrigation. The feasibility of using fine-grained sands as suitable filling materials in the permeable barrier filter was studied for the effective containment of hexavalent chromium. Based on the governing equations representing seepage-field coupled concentration-field, a physical model composed of the fine-grained sands ranging from 0.075–0.5 mm was tentatively designed to remove hexavalent chromium in the permeable barrier filters. The column physical model experiments of 0.5, 0.2, 0.1, and 0.075-mm sands were separately performed under low velocity of 14.92cmday1, moderate velocity of 29.84cmday1, and high velocity of 44.76cmday1. The results were verified by numerical simulations under the corresponding experimental condition. According to the removal efficiency and hydraulic retention time of each sand model, 0.5, 0.2, and 0.1-mm sands were chosen as ideal materials to fill the permeable fine-grained sand barrier. By comparing single sand and combinatorial sands barrier filter, 0.5, 0.2, and 0.1-mm combinatorial sands extensively controlled flow velocity and slightly decreased hydraulic retention time in order to reach the same removal rate. To reach effluent hexavalent chromium concentration 0.01mgL1, single sand barrier filer should control velocity of 14.9222.38cmday1 and take 60 h; however, combinatorial sands barrier filter should control velocity of 7.4644.76cmday1 and take 48 h. Therefore, combinatorial sands have more potential for usage as filling materials in the permeable barrier filters to meet agricultural irrigation water quality standard.

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Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 19Issue 2April 2015

History

Received: Feb 6, 2014
Accepted: May 8, 2014
Published online: Jun 17, 2014
Discussion open until: Nov 17, 2014
Published in print: Apr 1, 2015

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Master Student, College of Hydraulic Science and Engineering, Yangzhou Univ., Yangzhou 225009, P.R. China (corresponding author). E-mail: [email protected]
Xiangbao Duan [email protected]
Professor, Hydraulic Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210000, P.R. China. E-mail: [email protected]
Associate Professor, College of Hydraulic Science and Engineering, Yangzhou Univ., Yangzhou 225009, P.R. China. E-mail: [email protected]

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