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contributor authorFazal H. Chaudhry
date accessioned2017-05-08T20:59:57Z
date available2017-05-08T20:59:57Z
date copyrightAugust 1987
date issued1987
identifier other%28asce%290733-9372%281987%29113%3A4%28852%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34865
description abstractIn declining rate filtration (DRF), the mode of operation of a bank of filters modifies and determines the performance of an individual rapid sand filter. The theoretical formulation previously developed by the writer for continuous DRF is extended to the case of bank‐operated DRF. The problem is expressed as a system of first‐order nonlinear differential equations for the dimensionless filtrate volumes produced by various filters in the bank. Variable DRF mode of operation is considered explicity in this formulation. The theoretical model permits a study of the evolution of water equality, head loss, and filtration rate of each filter in the bank.
publisherAmerican Society of Civil Engineers
titleTheory of Declining Rate Filtration. II: Bank Operation
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1987)113:4(852)
treeJournal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 004
contenttypeFulltext


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