Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale

Most commonly employed method of iron removal from groundwater is oxidation-floc formation and involves three basic processes, e.g. oxidation of ferrous iron by aeration, settling of the ferric hydroxide floc, and floc filtration by rapid sand filtration. In adsorption-oxidation (adsorptive filtrati...

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Main Authors: Chaudhuri, M., Sapari, Nasiman
Format: Conference or Workshop Item
Language:English
Published: 2008
Subjects:
Online Access:http://scholars.utp.edu.my/id/eprint/1780/
http://scholars.utp.edu.my/id/eprint/1780/1/ICCBT_Paper_Iron_removal.doc
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author Chaudhuri, M.
Sapari, Nasiman
author_facet Chaudhuri, M.
Sapari, Nasiman
author_sort Chaudhuri, M.
building UTP Institutional Repository
collection Online Access
description Most commonly employed method of iron removal from groundwater is oxidation-floc formation and involves three basic processes, e.g. oxidation of ferrous iron by aeration, settling of the ferric hydroxide floc, and floc filtration by rapid sand filtration. In adsorption-oxidation (adsorptive filtration) iron removal, the system is operated under anoxic condition suppressing the oxidation of ferrous iron and iron is removed by adsorptive filtration. On exhaustion of the ferrous iron adsorption capacity of the filter media, the anoxic filter bed is regenerated by backwashing the filter bed with oxygen-rich water or with a chemical oxidant. In this study, removal of iron from groundwater by direct filtration through coal and carbonaceous shale under anoxic condition was examined. In batch adsorption test under anoxic condition, 80 g/L of coal or carbonaceous shale removed (adsorbed) 83.8% or 91.7% of ferrous iron from a ground water (total iron 2.66 mg/l; ferrous iron 2.35 mg/L). In a 4-hour laboratory filtration test of the groundwater, effluent iron concentrations were 0.09-0.40 mg/L (ferrous iron) and 0.48-1.01 mg/L (total iron) for the coal filter, and 0.01-0.06 mg/L (ferrous iron) and 0.02-0.20 mg/L (total iron) for the carbonaceous shale filter. In a 4-hour in situ direct filtration test of the ground water, effluent iron concentrations were 0.12-0.42 mg/L (ferrous iron) and 0.77-1.16 mg/L (total iron) for the coal filter, and 0.01-0.05 mg/L (ferrous iron) and 0.03-0.12 mg/L (total iron) for the carbonaceous shale filter. The study indicates that direct filtration through carbonaceous shale is a potentially useful method for adsorptive filtration iron removal from groundwater.
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spelling oai:scholars.utp.edu.my:17802010-07-28T08:30:06Z http://scholars.utp.edu.my/id/eprint/1780/ Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale Chaudhuri, M. Sapari, Nasiman TA Engineering (General). Civil engineering (General) Most commonly employed method of iron removal from groundwater is oxidation-floc formation and involves three basic processes, e.g. oxidation of ferrous iron by aeration, settling of the ferric hydroxide floc, and floc filtration by rapid sand filtration. In adsorption-oxidation (adsorptive filtration) iron removal, the system is operated under anoxic condition suppressing the oxidation of ferrous iron and iron is removed by adsorptive filtration. On exhaustion of the ferrous iron adsorption capacity of the filter media, the anoxic filter bed is regenerated by backwashing the filter bed with oxygen-rich water or with a chemical oxidant. In this study, removal of iron from groundwater by direct filtration through coal and carbonaceous shale under anoxic condition was examined. In batch adsorption test under anoxic condition, 80 g/L of coal or carbonaceous shale removed (adsorbed) 83.8% or 91.7% of ferrous iron from a ground water (total iron 2.66 mg/l; ferrous iron 2.35 mg/L). In a 4-hour laboratory filtration test of the groundwater, effluent iron concentrations were 0.09-0.40 mg/L (ferrous iron) and 0.48-1.01 mg/L (total iron) for the coal filter, and 0.01-0.06 mg/L (ferrous iron) and 0.02-0.20 mg/L (total iron) for the carbonaceous shale filter. In a 4-hour in situ direct filtration test of the ground water, effluent iron concentrations were 0.12-0.42 mg/L (ferrous iron) and 0.77-1.16 mg/L (total iron) for the coal filter, and 0.01-0.05 mg/L (ferrous iron) and 0.03-0.12 mg/L (total iron) for the carbonaceous shale filter. The study indicates that direct filtration through carbonaceous shale is a potentially useful method for adsorptive filtration iron removal from groundwater. 2008-06-16 Conference or Workshop Item PeerReviewed application/msword en http://scholars.utp.edu.my/id/eprint/1780/1/ICCBT_Paper_Iron_removal.doc Chaudhuri, M. and Sapari, Nasiman (2008) Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale. In: ICCBT 2008, 16-20 June, 2008, Kuala Lumpur, Malaysia.
spellingShingle TA Engineering (General). Civil engineering (General)
Chaudhuri, M.
Sapari, Nasiman
Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale
title Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale
title_full Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale
title_fullStr Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale
title_full_unstemmed Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale
title_short Removal of Iron from Groundwater by Direct Filtration through Coal and Carbonaceous Shale
title_sort removal of iron from groundwater by direct filtration through coal and carbonaceous shale
topic TA Engineering (General). Civil engineering (General)
url http://scholars.utp.edu.my/id/eprint/1780/
http://scholars.utp.edu.my/id/eprint/1780/1/ICCBT_Paper_Iron_removal.doc