Velocity distribution in the roughness layer of rough-bed flows

被引:129
|
作者
Nikora, V
Koll, K
McEwan, I
McLean, S
Dittrich, A
机构
[1] Natl Inst Water & Atmospher Res, Christchurch, New Zealand
[2] Tech Univ Braunschweig, Inst Hydraul, D-3300 Braunschweig, Germany
[3] Univ Aberdeen, Dept Engn, Aberdeen AB24 3UE, Scotland
[4] Univ Calif Santa Barbara, Dept Mech & Environm Engn, Santa Barbara, CA 93106 USA
关键词
open channel flow; turbulent flow; velocity distribution; roughness; channel beds;
D O I
10.1061/(ASCE)0733-9429(2004)130:10(1036)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Several models for the vertical distribution of the double-averaged (in time and in the plane parallel to the mean bed) longitudinal velocity in the flow region between roughness troughs and roughness tops are suggested. We found that the same model for velocity distribution may be applicable to a range of flow conditions and roughness types, which share some common features. The suggested models for velocity distribution in the near-bed region are: (1) Constant velocity; (2) exponential velocity distribution; and (3) linear velocity distribution. The measured velocity distributions may be approximated by a single model or by a combination of models depending on roughness geometry and flow conditions. The validity of these models for velocity distribution is supported by laboratory data.
引用
收藏
页码:1036 / 1042
页数:7
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