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contributor authorAvner Adin
contributor authorRaj Rajagopalan
date accessioned2017-05-08T21:04:09Z
date available2017-05-08T21:04:09Z
date copyrightAugust 1989
date issued1989
identifier other%28asce%290733-9372%281989%29115%3A4%28785%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37431
description abstractExperimental data show that the breakthrough curves observed in filtration in the case of both surface‐force‐dominated deposition and flocculation‐dominated deposition display a general similarity. Some theoretical observations on these extreme cases of deposition behavior are presented. The analyses presented focus on the prediction of the breakthrough curves that could be expected in each case. Solutions for breakthrough curves are given, and their relationship to the deposition mechanisms and the corresponding boundary conditions is examined. The models provide a general approach for surface‐force‐dominated deposition, contact‐flocculation filtration, direct filtration, and related phenomena. The parameters included in the formulation represent both the gross accumulation (deposition) mechanisms and the mechanisms or forces that oppose deposition. The models are applicable to various types of waters, flocculants, filter beds, and soils.
publisherAmerican Society of Civil Engineers
titleBreakthrough Curves in Granular Media Filtration
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1989)115:4(785)
treeJournal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


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