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contributor authorMassoud Pirbazari
contributor authorBadri N. Badriyha
contributor authorRichard J. Miltner
date accessioned2017-05-08T21:06:43Z
date available2017-05-08T21:06:43Z
date copyrightJanuary 1991
date issued1991
identifier other%28asce%290733-9372%281991%29117%3A1%2880%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39098
description abstractThe cost‐effective removal of alachlor and heptachlor from drinking water by GAC adsorption was investigated. Alachlor and heptachlor represent two classes of chlorinated pesticides: the acetanilides and the cyclodienes, respectively. Transformation of these pesticides prior to and upon adsorption is an important aspect concerning their fate. In aqueous solution, heptachlor undergoes complete hydrolysis to 1‐hydroxychlordene (1‐HC) with a half‐life of three days decreeing the use of 1‐HC in GAC investigation. The dispersed‐flow homogeneous‐surface diffusion model (DFHSDM) was used for predicting the dynamic behavior of the fixed‐bed adsorber for the target pollutants. Model parameters were obtained from bench‐scale equilibrium, rate, and mini‐column experiments. The model was able to successfully predict/simulate mini‐column data in both organic free water and humic acid background solution. Significant reduction in adsorber performance was experienced in the presence of humic acid due to competitive interaction. Fulle‐scale adsorbers were designed through up‐scaling procedures to estimate carbon utilization rates. Cost for removal of alachlor was $0,113/1,000 gal
publisherAmerican Society of Civil Engineers
titleGAC Adsorber Design for Removal of Chlorinated Pesticides
typeJournal Paper
journal volume117
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1991)117:1(80)
treeJournal of Environmental Engineering:;1991:;Volume ( 117 ):;issue: 001
contenttypeFulltext


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