Show simple item record

dc.contributor.authorRaouf E. Baddour
dc.date.accessioned2022-01-30T20:43:04Z
dc.date.available2022-01-30T20:43:04Z
dc.date.issued9/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29IR.1943-4774.0001500.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266997
dc.description.abstractWeirs are structures that allow uppermost layers of liquids to flow by gravity downstream. They are, therefore, inherently gravity skimmers, and have successfully been used as skimmers in numerous applications, including oil-spill cleanup and various stormwater and wastewater treatment operations. This study examines the hydraulic skimming properties of sharp-crested weirs. The skimming properties of basic rectangular, triangular, and trapezoidal weirs are first characterized with a nondimensional skimming function. The triangular V-notch weir is shown to be a superior skimmer when compared to the other basic weirs. The V-notch weir has a maximum skimming rate qm′=1.44, occurring at an elevation ym′=23. Considerable enhancements of skimming properties are, however, achieved with higher order polynomial weirs. Polynomial weirs of order n>1 have maximum skimming rates qm′>1.44, occurring at desirable elevations ym′>23. The results of this work can be applied to design high performing sharp-crested skimmer weir outlets.
dc.publisherASCE
dc.titleSkimming Properties of Sharp-Crested Weirs
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue9
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001500
dc.page6
dc.treeJournal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 009
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record