Design parameters for filter capacity

dc.contributor.author Yu, Myong
dc.contributor.department Department of Civil, Construction and Environmental Engineering
dc.date 2018-08-15T16:56:06.000
dc.date.accessioned 2020-07-02T06:01:57Z
dc.date.available 2020-07-02T06:01:57Z
dc.date.copyright Sat Jan 01 00:00:00 UTC 1983
dc.date.issued 1983
dc.description.abstract <p>A kinetic equation based on the limited growth model was obtained by considering filtration mechanisms. The solution of the kinetic equation and material balance equation is relatively simple but successfully describes the breakthrough curves. In the two equations, the solids retention characteristics were described by the filter capacity, (sigma)(,u), and the attachment coefficient, K, and these parameters can easily be obtained by fitting a straight line to data obtained from pilot plant tests;In the filtration of a ferric hydroxide suspension, the filter capacity increased as the filtration rate increased and as the influent suspended solids concentration increased. The attachment coefficient increased as the filtration rate decreased and as the influent suspended solids concentration decreased. Increasing the filter capacity delays the beginning of the effluent degradation stage. As the attachment coefficient increases, the breakthrough curve also rises more and more steeply, but the time when the effluent suspended solids concentration has risen to half of the influent suspended solids concentration remains almost the same;Head loss through a filter depth can be expressed as some power of the total particle deposit in the filter. One of the head loss constants, a, increased as the filtration rate increased, as the influent concentration increased, and as the media size decreased. However, the other constant, b, remained relatively constant. Varying the filter depth appeared to have little effect on the head loss constants and attachment coefficient, but the filter capacity decreased as the filter depth increased.</p>
dc.format.mimetype application/pdf
dc.identifier archive/lib.dr.iastate.edu/rtd/7660/
dc.identifier.articleid 8659
dc.identifier.contextkey 6323524
dc.identifier.doi https://doi.org/10.31274/rtd-180813-6275
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath rtd/7660
dc.identifier.uri https://dr.lib.iastate.edu/handle/20.500.12876/80562
dc.language.iso en
dc.source.bitstream archive/lib.dr.iastate.edu/rtd/7660/r_8316170.pdf|||Sat Jan 15 01:51:52 UTC 2022
dc.subject.disciplines Civil and Environmental Engineering
dc.subject.keywords Civil engineering
dc.subject.keywords Sanitary engineering
dc.title Design parameters for filter capacity
dc.type dissertation
dc.type.genre dissertation
dspace.entity.type Publication
relation.isOrgUnitOfPublication 933e9c94-323c-4da9-9e8e-861692825f91
thesis.degree.level dissertation
thesis.degree.name Doctor of Philosophy
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