SHAP EEFFECTS ON RESISTANCE TO UNIFORM FLOW IN OPEN CHANNELS
作者:
A. K. Kazemipour,
C. J. Apelt,
期刊:
Journal of Hydraulic Research
(Taylor Available online 1979)
卷期:
Volume 17,
issue 2
页码: 129-147
ISSN:0022-1686
年代: 1979
DOI:10.1080/00221687909499592
出版商: Taylor & Francis Group
数据来源: Taylor
摘要:
The effects of the shape of the cross-section on flow resistance in open channels has received considerable attention from hydraulic engineers for many years. Many investigators have tried to introduce parameters to represent the cross-section shape effect but their results have been inconclusive. Some of the techniques previously used to deal with this problem are reviewed and their shortcomings are discussed. A new method for dealing with shape effect is developed in this paper from considerations of dimensional analysis and using the experimental data of TRACY and LESTER and of SHIH and GRIGG. This method, which is referred to as KAZEMIPOUR'S method, employs new parameters more representative of the effect of cross-sectional shape on flow resistance in open channels than those previously used and offers solutions more rational than those previously proposed.
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