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粗糙床面明渠水力特性研究
引用本文:何建京,王惠民.粗糙床面明渠水力特性研究[J].水利水运工程学报,2004,0(3):19-23.
作者姓名:何建京  王惠民
作者单位:河海大学,环境科学与工程学院,江苏,南京,210098
摘    要:粗糙床面非均匀流的水槽试验表明,非均匀流断面的垂线流速分布需用两个对数公式分别描述;粗糙床面的流速分布较光滑床面不均匀;非均匀流的紊流度分布随相对水深的增大而趋于均匀;粗糙床面非均匀流糙率系数的变化规律与光滑床面近似。

关 键 词:非均匀流    粗糙    明渠    流速分布    床面    水力特性    糙率系数    近似    对数    光滑
文章编号:1009-640X(2004)03-0019-05
修稿时间:2003年11月11

Hydraulic characteristics of open channel flow over a rough bed
HE Jian-jing,WANG Hui-min.Hydraulic characteristics of open channel flow over a rough bed[J].Hydro-Science and Engineering,2004,0(3):19-23.
Authors:HE Jian-jing  WANG Hui-min
Abstract:Results of the flume experiments on non-uniform flow over a rough bed show that the vertical distribution of velocity on a channel section needs to be divided into two regions with different log velocity distribution equations. Velocity distribution on a rough bed is more non-uniform than that on a smooth bed, the turbulence intensity distribution of non-uniform flow becomes uniform with increase of the relative depth, and the regularities of the roughness coefficients of non-uniform flow on a rough bed are similar to those on a smooth bed.
Keywords:non-uniform flow  rough bed  vertical distribution of velocity  turbulence intensity  roughness coefficient  open channel
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