Shear Stress Measurements and Erosion Implications for Wave and Combined Wave-Current Generated FlowsSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004Author:Richard A. Jepsen
,
Jesse D. Roberts
,
Sean P. Kearney
,
Thomas G. Dimiduk
,
Timothy J. O’Hern
,
Joseph Z. Gailani
DOI: 10.1061/(ASCE)WW.1943-5460.0000137Publisher: American Society of Civil Engineers
Abstract: Sediment transport in wave-dominated environments is of great interest for dredged material placement, contaminated sediments, habitat protection, and other issues. The shear stress at the sediment-water interface during a wave event is an important parameter in determining erosion and transport for both experimental and model simulation applications. Sandia National Laboratories has developed a laboratory and field device called the sediment erosion actuated by wave oscillations and linear flow (SEAWOLF) flume in which high-resolution, particle-image velocimetry (PIV) has been applied to investigate turbulent flow shear stresses for a variety of flow conditions. The results of the PIV analysis for a wave cycle demonstrate a fully developed turbulent flow, relaminarization, and an explosive transition back to turbulence. In many cases, the results of the flume tests did not show good agreement with previously reported computational fluid dynamic results and existing theories, such as Blasius, for wave-current interactions, which raises the question of whether similar phenomena are present in real environments. These results implore more studies to be conducted with similarly high-resolution field measurements and modeling efforts to determine shear stress time history for oscillatory flows and the subsequent effects on erosion and sediment transport in wave-dominated environments.
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contributor author | Richard A. Jepsen | |
contributor author | Jesse D. Roberts | |
contributor author | Sean P. Kearney | |
contributor author | Thomas G. Dimiduk | |
contributor author | Timothy J. O’Hern | |
contributor author | Joseph Z. Gailani | |
date accessioned | 2017-05-08T22:04:10Z | |
date available | 2017-05-08T22:04:10Z | |
date copyright | July 2012 | |
date issued | 2012 | |
identifier other | %28asce%29ww%2E1943-5460%2E0000181.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70417 | |
description abstract | Sediment transport in wave-dominated environments is of great interest for dredged material placement, contaminated sediments, habitat protection, and other issues. The shear stress at the sediment-water interface during a wave event is an important parameter in determining erosion and transport for both experimental and model simulation applications. Sandia National Laboratories has developed a laboratory and field device called the sediment erosion actuated by wave oscillations and linear flow (SEAWOLF) flume in which high-resolution, particle-image velocimetry (PIV) has been applied to investigate turbulent flow shear stresses for a variety of flow conditions. The results of the PIV analysis for a wave cycle demonstrate a fully developed turbulent flow, relaminarization, and an explosive transition back to turbulence. In many cases, the results of the flume tests did not show good agreement with previously reported computational fluid dynamic results and existing theories, such as Blasius, for wave-current interactions, which raises the question of whether similar phenomena are present in real environments. These results implore more studies to be conducted with similarly high-resolution field measurements and modeling efforts to determine shear stress time history for oscillatory flows and the subsequent effects on erosion and sediment transport in wave-dominated environments. | |
publisher | American Society of Civil Engineers | |
title | Shear Stress Measurements and Erosion Implications for Wave and Combined Wave-Current Generated Flows | |
type | Journal Paper | |
journal volume | 138 | |
journal issue | 4 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/(ASCE)WW.1943-5460.0000137 | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004 | |
contenttype | Fulltext |