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contributor authorFazal H. Chaudhry
date accessioned2017-05-08T20:59:56Z
date available2017-05-08T20:59:56Z
date copyrightAugust 1987
date issued1987
identifier other%28asce%290733-9372%281987%29113%3A4%28834%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34854
description abstractA theoretical framework for the study of variations in rate, head loss, and concentration during declining rate filtration (DRF) is developed. A simple model for the variable rate filtration is derived in order to formulate the continuous declining rate response of a sand filter in terms of a first‐order nonlinear ordinary differential equation for the dimensionless filtrate volume. This formulation indicates that there are four dimensionless parameters that determine the behavior of a declining rate filter. The differential equation is solved numerically by the Runge‐Kutta method to obtain a single filter response as a function of time. The importance of various parameters is discussed for the true DRF and influent flow‐splitting arrangements. The theoretical framework developed here permits modeling the behavior of a filter bank in terms of oscillations in head loss, rate, and concentration in the DRF mode, which is presented in a subsequent paper.
publisherAmerican Society of Civil Engineers
titleTheory of Declining Rate Filtration. I: Continuous Operation
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1987)113:4(834)
treeJournal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 004
contenttypeFulltext


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