HYDRAULICS OF RECTANGULAR VERTICAL DROP STRUCTURES
作者:
Mohammad Akram Gill,
期刊:
Journal of Hydraulic Research
(Taylor Available online 1979)
卷期:
Volume 17,
issue 4
页码: 289-302
ISSN:0022-1686
年代: 1979
DOI:10.1080/00221687909499573
出版商: Taylor & Francis Group
数据来源: Taylor
摘要:
Previous works of Moore, White, and Rand on the characteristics of the free overfall drop structures are briefly reviewed. A simple theory initially proposed by White is modified by introducing lesser drastic assumptions than the ones on which White's theory is based. The resulting theory is in closer agreement with experiment and the empirical equations of Rand than White's theory. Experimental results are also given on the brink depth as an appendix.
点击下载:
PDF (6165KB)
返 回