Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory FlumeSource: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 004::page 04024018-1DOI: 10.1061/JHEND8.HYENG-13769Publisher: American Society of Civil Engineers
Abstract: Complex 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.
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contributor author | Daniel G. Wren | |
contributor author | Roger A. Kuhnle | |
contributor author | Eddy J. Langendoen | |
contributor author | Tate O. McAlpin | |
date accessioned | 2024-12-24T10:28:50Z | |
date available | 2024-12-24T10:28:50Z | |
date copyright | 7/1/2024 12:00:00 AM | |
date issued | 2024 | |
identifier other | JHEND8.HYENG-13769.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4298998 | |
description abstract | Complex 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. | |
publisher | American Society of Civil Engineers | |
title | Sediment Transport and Bed Topography for Realistic Unsteady Flow Hydrographs of Varying Length in a Laboratory Flume | |
type | Journal Article | |
journal volume | 150 | |
journal issue | 4 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/JHEND8.HYENG-13769 | |
journal fristpage | 04024018-1 | |
journal lastpage | 04024018-18 | |
page | 18 | |
tree | Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 004 | |
contenttype | Fulltext |