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contributor authorMichael J. Adelman
contributor authorMonroe L. Weber-Shirk
contributor authorAnderson N. Cordero
contributor authorSara L. Coffey
contributor authorWilliam J. Maher
contributor authorDylan Guelig
contributor authorJeffrey C. Will
contributor authorSarah C. Stodter
contributor authorMatthew W. Hurst
contributor authorLeonard W. Lion
date accessioned2017-05-08T21:42:14Z
date available2017-05-08T21:42:14Z
date copyrightOctober 2012
date issued2012
identifier other%28asce%29ee%2E1943-7870%2E0000570.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60002
description abstractRapid sand filters are a familiar and mature technology, but the mechanical sophistication they incorporate in industrialized nations limits their sustainable application in developing countries. Conventional rapid sand filters require pumps, elevated tanks, or multiple filter units to generate high flow rates for backwashing. Stacked rapid sand filtration is introduced here as a more robust and sustainable alternative. A stacked rapid sand filter can backwash itself with no additional flow, which eliminates the need for pumps or other expensive equipment. This study presents laboratory and field proof-of-concept demonstrations of this novel technology. The multilayer configuration of stacked rapid sand filters allowed a laboratory unit to be loaded at
publisherAmerican Society of Civil Engineers
titleStacked Filters: Novel Approach to Rapid Sand Filtration
typeJournal Paper
journal volume138
journal issue10
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000562
treeJournal of Environmental Engineering:;2012:;Volume ( 138 ):;issue: 010
contenttypeFulltext


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