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dc.contributor.authorDaniel G. Wren
dc.contributor.authorRoger A. Kuhnle
dc.contributor.authorEddy J. Langendoen
dc.contributor.authorTate O. McAlpin
dc.date.accessioned2024-12-24T10:28:50Z
dc.date.available2024-12-24T10:28:50Z
dc.date.copyright7/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJHEND8.HYENG-13769.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298998
dc.description.abstractComplex interactions between flowing water and bedforms in rivers with sand beds during changing flow rates may result in bedforms, flow resistance, and sediment transport rates that differ on the rising and falling limbs of flow hydrographs. To study this phenomenon, laboratory experiments based on six realistically shaped hydrographs with durations of 1–6 h in 1-h increments were performed in a recirculating flume at the United States Department of Agriculture-Agricultural Research Service (USDA-ARS) National Sedimentation Laboratory. Bed topography, water-surface slope, flow rate, and sediment transport rate were continuously monitored. Counterclockwise hysteresis between discharge and sediment transport rate as well as bedform dimensions were observed for all hydrograph lengths, and the magnitude of hysteresis was quantified. The amount of hysteresis in transport rate, bedform amplitude, and bedform length varied according to the length of the hydrograph, although the relationship was not monotonic. The Engelund–Hansen method was able to approximately predict sediment transport rates based on measured hydraulic parameters. Maximum bedform amplitudes increased with hydrograph length, while bedform lengths increased only minimally beyond the 4-h hydrograph period.
dc.publisherAmerican Society of Civil Engineers
dc.titleSediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue4
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-13769
dc.journal.fristpage04024018-1
dc.journal.lastpage04024018-18
dc.page18
dc.treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 004
dc.contenttypeFulltext


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