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contributor authorHui Zhi
contributor authorMonroe Weber-Shirk
contributor authorLeonard W. Lion
date accessioned2017-12-16T09:16:24Z
date available2017-12-16T09:16:24Z
date issued2017
identifier other%28ASCE%29EE.1943-7870.0001250.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240793
description abstractArsenic-containing groundwater is used normally as drinking water after treatment in rural areas of some developing countries. This study describes removing arsenate [As(V)] by contact filtration on a sand media using polyaluminum chloride (PACl) as a coagulant. Arsenic-contaminated water and PACl coagulant were introduced concurrently into a sand filter column. A PACl dose of 15  mg/L reduced the arsenic (As) concentration in a synthetic groundwater (pH=8) from 0.10  mg/L to less than 0.01  mg/L. The 81-cm deep, 16-mm diameter single-sand column treated 38.4 pore volumes before it reached an assumed maximum allowable experimental head loss (4.50 m). Reducing the PACl dose resulted in an increased As concentration in the filter effluent. The PACl precipitate-As complex could be removed from the filter by flushing. Results suggest precipitated PACl is more efficient than aluminum oxide/hydroxide solid phases in As removal. Filter performance was shown to be independent of how the PACl was distributed in the filter column.
publisherAmerican Society of Civil Engineers
titleArsenic(V) Removal from Drinking Water by Polyaluminum Chloride in a Sand Filter Medium
typeJournal Paper
journal volume143
journal issue9
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001250
treeJournal of Environmental Engineering:;2017:;Volume ( 143 ):;issue: 009
contenttypeFulltext


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