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,(3):19-23
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粗糙床面明渠水力特性研究
何建京,王惠民
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
DOI:
分类号:TV133 TV543.1
基金项目:
Hydraulic characteristics of open channel flow over a rough bed
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.
Key words:  non-uniform flow,rough bed,vertical distribution of velocity,turbulence intensity,roughness coefficient,open channel
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