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contributor authorC. S. P. Ojha
contributor authorN. J. D. Graham
date accessioned2017-05-08T21:12:30Z
date available2017-05-08T21:12:30Z
date copyrightJuly 1994
date issued1994
identifier other%28asce%290733-9372%281994%29120%3A4%28961%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42787
description abstractThe prediction of head loss and filtrate concentration are of considerable interest to the users of deep‐bed filters. At present, such prediction is done by using existing theoretical models. However, it is also known that the coefficients in these theoretical models are sensitive to changing filtration conditions. Unless a wide range of possible conditions (which occur in a filter run) have been investigated through trial filter runs, predictions using conventional models may not be always reliable. In such circumstances, the use of recursive algorithms, which represent an interrelationship between various equally spaced sequential outcomes, may be very useful. It is possible that very simple recurrence relationships are capable of describing filter performance satisfactorily. In this study, the potential use of recursive algorithms in predicting filter performance has been examined through the analysis of several laboratory and field‐based pilot‐scale filter runs.
publisherAmerican Society of Civil Engineers
titlePrediction of Deep‐Bed—Filter Performance Using Recursive Algorithms
typeJournal Paper
journal volume120
journal issue4
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1994)120:4(961)
treeJournal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 004
contenttypeFulltext


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