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contributor authorC. Visvanathan
contributor authorD. R. I. B. Werellagama
contributor authorR. Ben Aim
date accessioned2017-05-08T21:15:31Z
date available2017-05-08T21:15:31Z
date copyrightJanuary 1996
date issued1996
identifier other%28asce%290733-9372%281996%29122%3A1%2825%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44632
description abstractLaboratory-scale experiments were conducted in contact flocculation filtration using a dual media filter operating in the upflow, saturated mode. The filter media was lighter than water; thus, the bed floated. Since coarse media remained at the bottom, the flow direction was upflow, which had the added advantage of the flow being in the direction of grain compression. Polypropylene and Polystyrene were the optimum combination of media, which due to their large density difference did not intermix even under severe agitation, thus eliminating the media intermixing problem common to dual media filters. The influent concentrations were kept constant and the flow velocity, and filter media size and shape were varied. The headloss variation along the filter, the influent quality of two filter layers, and the effluent quality were studied. Filter runs exceeding 40 h were achieved before reaching breakthrough at conventional rapid sand filtration rates. Floating media obtained turbidity removal per unit headloss in comparison to sand media, and floating media are proposed as a prefilter in surface-water filtration.
publisherAmerican Society of Civil Engineers
titleSurface Water Pretreatment Using Floating Media Filter
typeJournal Paper
journal volume122
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1996)122:1(25)
treeJournal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 001
contenttypeFulltext


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