Theoretical end depth ratio and end depth discharge relationship for free overfall with different end lip shape
Author
Source
Jordan Journal of Civil Engineering
Issue
Vol. 6, Issue 4 (31 Dec. 2012), pp.410-417, 8 p.
Publisher
Jordan University of Science and Technology Deanship of Research
Publication Date
2012-12-31
Country of Publication
Jordan
No. of Pages
8
Main Subjects
Topics
Abstract EN
A free overfall at the end of the channel is used as a flow measuring device.
In this paper, theoretical end depth ratio (EDR) and end depth discharge (EDD) relationships have been studied and obtained for subcritical flow in a rectangular channel with a free overfall and with different end lip shapes; i.
e., triangular and skewed lip. For all models, Froude number at the brink section Fb, EDR and EDD are predicted using the theoretical relationship and compared with the values computed experimentally.
The mean absolute error varies from 0.5 % to 8.5 % and the standard deviation varies from 0.824 % to 7.35 %.
American Psychological Association (APA)
Muhammad, Ahmad Yunus. 2012. Theoretical end depth ratio and end depth discharge relationship for free overfall with different end lip shape. Jordan Journal of Civil Engineering،Vol. 6, no. 4, pp.410-417.
https://search.emarefa.net/detail/BIM-311567
Modern Language Association (MLA)
Muhammad, Ahmad Yunus. Theoretical end depth ratio and end depth discharge relationship for free overfall with different end lip shape. Jordan Journal of Civil Engineering Vol. 6, no. 4 (2012), pp.410-417.
https://search.emarefa.net/detail/BIM-311567
American Medical Association (AMA)
Muhammad, Ahmad Yunus. Theoretical end depth ratio and end depth discharge relationship for free overfall with different end lip shape. Jordan Journal of Civil Engineering. 2012. Vol. 6, no. 4, pp.410-417.
https://search.emarefa.net/detail/BIM-311567
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 416-417
Record ID
BIM-311567