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contributor authorDaniel G. Wren
contributor authorRoger A. Kuhnle
contributor authorEddy J. Langendoen
contributor authorTate O. McAlpin
date accessioned2024-12-24T10:28:50Z
date available2024-12-24T10:28:50Z
date copyright7/1/2024 12:00:00 AM
date issued2024
identifier otherJHEND8.HYENG-13769.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298998
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.
publisherAmerican Society of Civil Engineers
titleSediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume
typeJournal Article
journal volume150
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/JHEND8.HYENG-13769
journal fristpage04024018-1
journal lastpage04024018-18
page18
treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 004
contenttypeFulltext


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