Entropy-based design approach of threshold alluvial channels
作者:
Shuyou Cao,
Donald W. Knight,
期刊:
Journal of Hydraulic Research
(Taylor Available online 1997)
卷期:
Volume 35,
issue 4
页码: 505-524
ISSN:0022-1686
年代: 1997
DOI:10.1080/00221689709498408
出版商: Taylor & Francis Group
数据来源: Taylor
摘要:
A new approach has been developed for designing the shape and dimensions of the cross section of a straight threshold channel based on the concepts of entropy and probability. A formula for the lateral distribution of transverse slopes, and hence the cross-sectional bank profile, was derived by the entropy-maximisation principle and the calculus of variations. The bank profile is a new type of simple parabolic curve. The results of numerical experiments based on the approach of boundary shear stress distribution support the conclusion that the entropy-based channel bank profile is at threshold. Bank profile equations are coupled with an appropriate frictional relationship to obtain a new design method. Channel dimensions and bank profiles predicted by this method are compared with those given by other design methods. The predicted channel dimensions are in reasonable agreement with laboratory experimental data.
点击下载:
PDF (7943KB)
返 回