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    Effect of Media Grain Shape on Particle Straining during Filtration

    Source: Journal of Environmental Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author:
    John M. H. Barton
    ,
    Steven G. Buchberger
    DOI: 10.1061/(ASCE)0733-9372(2007)133:2(211)
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates how straining mechanisms of angular media (crushed limestone) provide improved filtration performance compared to rounded media (river stone). Columns of granular media were set in resin, sectioned, photographed, and digitized to produce a three-dimensional model of pore space geometry. This process was repeated for four filter media, each representing different grain shapes or packing densities. From measured pore throat distributions, a stepwise particle movement model was used to estimate the maximum volume of particles that could be stored in the bulk of the filter media. The results showed that the more angular the media, the wider the range of particle sizes that could be strained in the bulk of the filter. The stepwise model was applied only to individual particles; trapping of colloidal particles was not considered. However, when individual particles are too small to be strained, the same pore throat trapping contributes to the physical capture of avalanches and flocculates. Thus the findings of this work are relevant to deep bed filtration applications where headloss results from straining, such as storm-water best management practices or soil filters.
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      Effect of Media Grain Shape on Particle Straining during Filtration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67042
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    contributor authorJohn M. H. Barton
    contributor authorSteven G. Buchberger
    date accessioned2017-05-08T21:56:13Z
    date available2017-05-08T21:56:13Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%290733-9372%282007%29133%3A2%28211%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67042
    description abstractThis paper investigates how straining mechanisms of angular media (crushed limestone) provide improved filtration performance compared to rounded media (river stone). Columns of granular media were set in resin, sectioned, photographed, and digitized to produce a three-dimensional model of pore space geometry. This process was repeated for four filter media, each representing different grain shapes or packing densities. From measured pore throat distributions, a stepwise particle movement model was used to estimate the maximum volume of particles that could be stored in the bulk of the filter media. The results showed that the more angular the media, the wider the range of particle sizes that could be strained in the bulk of the filter. The stepwise model was applied only to individual particles; trapping of colloidal particles was not considered. However, when individual particles are too small to be strained, the same pore throat trapping contributes to the physical capture of avalanches and flocculates. Thus the findings of this work are relevant to deep bed filtration applications where headloss results from straining, such as storm-water best management practices or soil filters.
    publisherAmerican Society of Civil Engineers
    titleEffect of Media Grain Shape on Particle Straining during Filtration
    typeJournal Paper
    journal volume133
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2007)133:2(211)
    treeJournal of Environmental Engineering:;2007:;Volume ( 133 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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