首页   按字顺浏览 期刊浏览 卷期浏览 Boundary Layer Development In Open Water-Channel
Boundary Layer Development In Open Water-Channel

 

作者: A. M. Binnie,  

 

期刊: Journal of Hydraulic Research  (Taylor Available online 1977)
卷期: Volume 15, issue 3  

页码: 203-210

 

ISSN:0022-1686

 

年代: 1977

 

DOI:10.1080/00221687709499644

 

出版商: Taylor & Francis Group

 

数据来源: Taylor

 

摘要:

Summary In accordance with experiments on a horizontal rectangular channel supplied steadily from a reservoir through a contraction, the boundary layer on the bottom is taken as laminar and two-dimensional, and the main stream above it is supposed at every cross-section to possess uniform velocity. Simple alternative shapes are assumed for the boundary layer, as in well-known aeronautical theory. With the aid of the continuity and momentum equations, convergent numerical results are obtained; and it is found that, as the boundary-layer thickens downstream, the free surface falls very slightly and the velocity of the main stream increases. The energy equation is also examined and provides a check on the previous work. The calculated boundary-layer thickness is not inconsistent with measurements made in a channel 14 in. wide and 6 ft long.

 

点击下载:  PDF (3212KB)



返 回