Effect of submerged flexible vegetation on flow structure and resistance

被引:189
作者
Järvelä, J [1 ]
机构
[1] Helsinki Univ Technol, Lab Water Resouces, Espoo 02015, Finland
关键词
hydraulics; roughness; turbulence; vegetation; rivers; floodplains;
D O I
10.1016/j.jhydrol.2004.10.013
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Flume studies were carried out to investigate flow structure above flexible vegetation. A new data set of mean velocity profiles and turbulence characteristics is reported from experiments with wheat. The flow above the wheat reasonably followed the log law. Maximum values of the turbulence intensity mu(rms) and Reynolds stress -u'w' were found approximately at the level of the maximum observed deflected plant height. A recent approach for describing vertical velocity profiles above aquatic vegetation [Stephan, U., 2002. Zum Flie ss widerstandsverhalten flexibler Vegetation. Wiener Mitteilungen 180. Doctoral Thesis. Institute of Hydraulics, Hydrology and Water Resources Management, Faculty of Civil Engineering, Technical University of Vienna.] was evaluated with these new data, which represent a different vegetal roughness type. The approach proved to be successful beyond the original scope. However, a new definition for the shear velocity based on the deflected plant height is suggested. The benefit of this modification is that complex turbulence measurements can be avoided, which enhances the practical applicability of the approach. (c) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:233 / 241
页数:9
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