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dc.contributor.authorDiplas, P.
dc.contributor.authorÇelik, Ahmet Ozan
dc.contributor.authorDancey, C. L.
dc.contributor.authorValyrakis, M.
dc.date.accessioned2019-10-21T20:41:59Z
dc.date.available2019-10-21T20:41:59Z
dc.date.issued2010
dc.identifier.issn0733-9437
dc.identifier.issn1943-4774
dc.identifier.urihttps://dx.doi.org/10.1061/(ASCE)IR.1943-4774.0000252
dc.identifier.urihttps://hdl.handle.net/11421/20934
dc.descriptionWOS: 000283200500004en_US
dc.description.abstractBed-load measurements comprise an important component in the development of reliable formulas, in an effort to obtain the necessary constitutive relations between the amount of transported material and flow parameters. The uncertainty of such measurements is rather well known, being much more pronounced at lower transport rates. This uncertainty stems from the multitude of factors affecting bed-load transport and the lack of available trustworthy measuring technologies. Predictions of the limiting case of nearly zero bed-load transport, typically reported in literature as threshold of motion or critical condition, are even more challenging. The purpose of this contribution is twofold. First, to examine the sensitivity of bed-load transport measurements at conditions moderately higher than critical, to the presence of a rather unobtrusive trap, designed through several iterations. Even under relatively simple laboratory flume channel and flow conditions, it proved difficult to measure the bed-load transport rate in a completely unbiased way. Second, to develop a methodology, together with the appropriate instrumentation, for determining the condition of incipient motion. The nonintrusive approach described here proved to be reliable in detecting even the slightest movements of a particle. At the same time, it demonstrates the complexity of the problem due to the highly fluctuating nature of turbulent flow.en_US
dc.description.sponsorshipNational Science Foundation [EAR-0439663]en_US
dc.description.sponsorshipThe support of the National Science Foundation (Grant No. EAR-0439663) for the study presented here is gratefully acknowledged.en_US
dc.language.isoengen_US
dc.publisherAsce-Amer Soc Civil Engineersen_US
dc.relation.isversionof10.1061/(ASCE)IR.1943-4774.0000252en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectHydraulic Measurementsen_US
dc.subjectInitiation Of Motionen_US
dc.subjectTurbulent Flowen_US
dc.subjectRiver Mechanicsen_US
dc.titleNonintrusive Method for Detecting Particle Movement Characteristics near Threshold Flow Conditionsen_US
dc.typearticleen_US
dc.relation.journalJournal of Irrigation and Drainage Engineeringen_US
dc.contributor.departmentAnadolu Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume136en_US
dc.identifier.issue11en_US
dc.identifier.startpage774en_US
dc.identifier.endpage780en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US]
dc.contributor.institutionauthorÇelik, Ahmet Ozan


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