Comparison of stepped and smooth spillway effects on stream reaeration

MakaleYalnız künyeScopus SJRQ2

Özet

The oxygen transfer at a hydraulic structure happens by self-aeration through the spillway and by flow aeration in the hydraulic jump downstream of the hydraulic structure. Spillways with their water-air controlling mechanisms are important not only for their structural properties but also for their effects on stream ecology. Spillway types also affect the efficiency of aeration. Decisions on the types of spillway should be made by taking the environmental conditions and flow rates into consideration. This paper compares the aeration efficiency of stepped and smooth spillways. Empirical correlations predicting length of the non-aerated flow region and aeration efficiency are developed. Smooth and stepped spillways cause increased dissolved oxygen (DO) concentrations at the downstream part of the channel. DO concentration changes are shown to depend on the flow types, discharge rates, tail-water depth and travelling times.

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Scopus
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AlanDeğerDil
dc.contributor.authorAras, Egemen
dc.contributor.authorBerkun, Mehmet
dc.date.accessioned2026-10-22T10:20:55.623031004Z
dc.date.available2026-10-22T10:20:55.623031004Z
dc.date.issued2010
dc.description.abstractThe oxygen transfer at a hydraulic structure happens by self-aeration through the spillway and by flow aeration in the hydraulic jump downstream of the hydraulic structure. Spillways with their water-air controlling mechanisms are important not only for their structural properties but also for their effects on stream ecology. Spillway types also affect the efficiency of aeration. Decisions on the types of spillway should be made by taking the environmental conditions and flow rates into consideration. This paper compares the aeration efficiency of stepped and smooth spillways. Empirical correlations predicting length of the non-aerated flow region and aeration efficiency are developed. Smooth and stepped spillways cause increased dissolved oxygen (DO) concentrations at the downstream part of the channel. DO concentration changes are shown to depend on the flow types, discharge rates, tail-water depth and travelling times.
dc.description.sponsorshipKaradeniz Technical University [20.112.001.5, 21.112.001.1]
dc.identifier.eissn1816-7950
dc.identifier.endpage314
dc.identifier.issn1816-7950
dc.identifier.issue3
dc.identifier.scopus2-s2.0-77954296050
dc.identifier.startpage309
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/13098
dc.identifier.volume36
dc.identifier.wosWOS:000277310800011
dc.language.isoen
dc.publisherWATER RESEARCH COMMISSION
dc.relation.ispartofWater SA
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectAeration efficiency
dc.subjectDissolved oxygen
dc.subjectRe-aeration
dc.subjectSpillway
dc.subjectStream
dc.subject.classificationWater Resources
dc.subject.otherDissolution
dc.subject.otherHydraulics
dc.subject.otherSpillways
dc.subject.otherAerated flow
dc.subject.otherAeration efficiencies
dc.subject.otherAeration efficiency
dc.subject.otherControlling mechanism
dc.subject.otherDischarge rates
dc.subject.otherDissolved oxygen concentrations
dc.subject.otherDO concentration
dc.subject.otherEmpirical correlations
dc.subject.otherEnvironmental conditions
dc.subject.otherFlow type
dc.subject.otherOn-stream
dc.subject.otherOxygen transfer
dc.subject.otherRe-aeration
dc.subject.otherSelf-aeration
dc.subject.otherStepped spillways
dc.subject.otherWater depth
dc.subject.otheraeration
dc.subject.othercomparative study
dc.subject.otherdissolved oxygen
dc.subject.otherflow modeling
dc.subject.otherflow pattern
dc.subject.otherspillway
dc.subject.otherstream
dc.subject.otherstreamflow
dc.titleComparison of stepped and smooth spillway effects on stream reaeration
dc.typeArticle
rdl.citation.scopus22
rdl.citation.wos14
rdl.oa.statusclosed
rdl.scopus.quartileQ2
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)