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 , moderate velocity of , and high velocity of . 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 , single sand barrier filer should control velocity of and take 60 h; however, combinatorial sands barrier filter should control velocity of 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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© 2014 American Society of Civil Engineers.
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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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