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Concept of Bed Roughness Boundary Layer and Its Application to Bed Load Transport in Flow with non-submerged Vegetation

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Journal of Water Resource and Protection 2014年第10期6卷 881-887页

作者： Ho-Seong Jeon Makiko Obana Tetsuro Tsujimoto Department of Civil Engineering Nagoya University Nagoya Japan

Ecosystem conservation has become one of the purposes in river management as well as flood mitigation and water resources management, and understanding of river flow and morphology in a stream with vegetation becomes important. Recently 2D depth averaged analysis is familiar even in a stream with vegetation by taking account of form drag due to vegetation. However, the shear stress in vegetated area is not properly described because the resistance law due to bed roughness is not reasonably modified in vegetated area. In this study, we discussed the bed roughness boundary layer in flow with non-submerged vegetation to deduce a reasonable relation between U and u* in vegetated area toward improving the analysis of sediment transport. The results show that the modification of resistance law using by thickness, velocity distribution in that layer was found to bring significant improvement of accurate estimation of shear velocity and subsequently the sediment transport. The proposed modification is improved by 2D depth averaged analysis based on this concept, and its application is certificated through flume experiment.

关键词： Flow with non-submerged Vegetation Boundary Layer Bed Roughness Bed Load Transport

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LARGE EDDY SIMULATION OF OPEN CHANNEL FLOWS WITH nonsubmerged VEGETATION

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Journal of Hydrodynamics 2011年第2期23卷 258-264页

作者： HUAI Wen-xin WU Zhen-lei QIAN Zhong-dong GENG Chuan State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan 430072 China

Results of several Large Eddy Simulations （LES） this article. It is shown that the vegetation can make the flow of open channel flows with non-submerged vegetation are presented in structure in the mainstream direction uniform for both supercritical and subcritical flows. For subcritical flows, the LES results of the ensemble-average of time-averaged velocity distributions at four vertical sections around a single plant are in good agreement with measurements. The velocity sees double peaks at the upper and lower positions of flows. For supercritical flows, the ensemble-average velocities see some discrepancy between LES and measurement results. Some secondary flow eddies appear near the single plant, and they just locate in the positions of the double peaks in stream-wise velocity profiles. It is also found that the vegetation drag coefficient deceases as the Froude number increases.

关键词： non-submerged sub/supercritical flow peak value Large Eddy Simulation (LES) secondary flow drag coefficient

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