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contributor authorPaul V. Roberts
contributor authorPeter Cornel
contributor authorR. Scott Summers
date accessioned2017-05-08T20:57:22Z
date available2017-05-08T20:57:22Z
date copyrightDecember 1985
date issued1985
identifier other%28asce%290733-9372%281985%29111%3A6%28891%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33164
description abstractExternal mass‐transfer coefficients are measured with organic compounds, p‐nitrophenol and 2,4‐dichlorophenol, under conditions representative of fixed‐bed activated‐carbon adsorption for water treatment. The superficial velocity was in the range 1.3–8.0 mm/s and the Reynolds number range was 0.8–5. The observed external transfer coefficients are compared with predicted values from four mass‐transfer models; the relationship of Gnielinski best predicts the velocity dependence. The observed transfer coefficients in all cases exceeded the predictions based on ideal spherical geometry. Depending on the conditions and the choice of predictive model, the particle size correction factors ranged from 1.44–2.04. The data from previously published studies show deviations that are similar in direction, but smaller in magnitude.
publisherAmerican Society of Civil Engineers
titleExternal Mass‐Transfer Rate in Fixed‐Bed Adsorption
typeJournal Paper
journal volume111
journal issue6
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1985)111:6(891)
treeJournal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 006
contenttypeFulltext


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