Mean Flow and Turbulence around a Laboratory Spur DikeSource: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010Author:Jennifer G. Duan
DOI: 10.1061/(ASCE)HY.1943-7900.0000077Publisher: American Society of Civil Engineers
Abstract: The three-dimensional turbulent flow field around a spur dike in a plane fixed-bed laboratory open channel was studied experimentally using a microacoustic Doppler velocimeter. Mean and turbulence characteristics in all three spatial directions were evaluated at upstream and downstream cross sections near the dike. Results showed that the primary flow separated in both lateral and vertical directions. Two counter-rotating flow circulations, consisting of the lateral and vertical velocity components, originated at the dike section. Downstream of the dike, the circulation in the flow-separation zone is stronger than the one in the contracted primary flow zone. The maximum bed-shear stresses estimated using Reynolds stresses is about three times as large as the mean bed-shear stress of incoming flow.
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contributor author | Jennifer G. Duan | |
date accessioned | 2017-05-08T21:50:35Z | |
date available | 2017-05-08T21:50:35Z | |
date copyright | October 2009 | |
date issued | 2009 | |
identifier other | %28asce%29hy%2E1943-7900%2E0000102.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63903 | |
description abstract | The three-dimensional turbulent flow field around a spur dike in a plane fixed-bed laboratory open channel was studied experimentally using a microacoustic Doppler velocimeter. Mean and turbulence characteristics in all three spatial directions were evaluated at upstream and downstream cross sections near the dike. Results showed that the primary flow separated in both lateral and vertical directions. Two counter-rotating flow circulations, consisting of the lateral and vertical velocity components, originated at the dike section. Downstream of the dike, the circulation in the flow-separation zone is stronger than the one in the contracted primary flow zone. The maximum bed-shear stresses estimated using Reynolds stresses is about three times as large as the mean bed-shear stress of incoming flow. | |
publisher | American Society of Civil Engineers | |
title | Mean Flow and Turbulence around a Laboratory Spur Dike | |
type | Journal Paper | |
journal volume | 135 | |
journal issue | 10 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)HY.1943-7900.0000077 | |
tree | Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010 | |
contenttype | Fulltext |