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contributor authorJohn A. Mundell
contributor authorAaron A. Jennings
date accessioned2017-05-08T20:59:59Z
date available2017-05-08T20:59:59Z
date copyrightAugust 1987
date issued1987
identifier other%28asce%290733-9372%281987%29113%3A4%28881%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34887
description abstractA generalized one‐dimensional discrete interface penetration model is presented for fluid propagation through a reactive porous medium during constant head infiltration. The model has been formulated to predict the consequences of changes in hydraulic conductivity produced by strong chemical interactions between the solid and fluid phases as a reacting fluid front advances. Analytical solutions are presented for the resulting transient potential gradients, interface locations, and volumetric flux response. Solution type curves are presented to illustrate the typical response of several reaction/interaction mechanisms. Characteristic laboratory responses are also discussed. The model is shown to be capable of reproducing commonly observed laboratory results and may provide insight into the mechanisms most responsible for hydraulic conductivity fluctuations. Although the analysis is based on relatively simple phenomenological assumptions, these results should also offer a logical point of departure for more detailed mechanistic modeling.
publisherAmerican Society of Civil Engineers
titlePenetration Model for Dynamic Permeability Analysis
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1987)113:4(881)
treeJournal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 004
contenttypeFulltext


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