Publication:
A new look at filter backwash hydraulics

dc.contributor.authorsAkgiray, O; Saatci, AM
dc.contributor.editorOleszkiewicz, JA
dc.contributor.editorReimers, RS
dc.contributor.editorSmith, DW
dc.date.accessioned2022-03-12T15:58:14Z
dc.date.accessioned2026-01-10T19:45:23Z
dc.date.available2022-03-12T15:58:14Z
dc.date.issued2001
dc.description.abstractA new approach to model media expansion during filter backwash is presented. The proposed approach is based on the assumption that the Ergun equation remains valid after fluidization. Mathematical formulas are derived for predicting expanded porosity for a given backwash velocity or backwash velocity for a given expanded porosity. These formulas can be easily used by the engineer. Values predicted using the proposed approach are in good agreement with experimental measurements.
dc.identifier.doi10.2166/ws.2001.0022
dc.identifier.isbn1-900222-61-2
dc.identifier.issn1606-9749
dc.identifier.urihttps://hdl.handle.net/11424/223997
dc.identifier.wosWOS:000175400600008
dc.language.isoeng
dc.publisherIWA PUBLISHING
dc.relation.ispartofWATER SUPPLY AND WATER QUALITY
dc.relation.ispartofseriesWATER SCIENCE AND TECHNOLOGY: WATER SUPPLY
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectbackwash hydraulics
dc.subjectErgun equation
dc.subjectfiltration
dc.subjectfluidization
dc.titleA new look at filter backwash hydraulics
dc.typeconferenceObject
dspace.entity.typePublication
oaire.citation.endPage72
oaire.citation.issue2
oaire.citation.startPage65
oaire.citation.titleWATER SUPPLY AND WATER QUALITY
oaire.citation.volume1

Files