Research Article
Jan 1971
Hydraulic Jump within Gradually Expanding Channel
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VIEW THE REPLYAuthors: Anat Arbhabhirama and Alejandro U. AbellaAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 97, Issue 1
Abstract
This expanding channel jump is considered to behave as a section of a circular jump. Equations describing the characteristics of the expanding channel jump are derived. The observations were conducted using six different angles of divergence. The experimental results showed a close agreement with the theoretical solutions. The general equation developed for the jump, with proper evaluation of the side pressure force effect, describes the phenomenon regardless of the angle of divergence. An empirical expression for approximating the location of the jump within the transition was also developed.
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Published In
Journal of the Hydraulics Division
Volume 97 • Issue 1 • January 1971
Pages: 31 - 42
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jan 1971
Published online: Feb 3, 2021
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Anat Arbhabhirama
Assoc. Prof. of Hydr. Engrg., Asian Inst. of Technol., Bangkok., Thailand
Alejandro U. Abella
Hydr. Engr., Mindanao Development Authority, Mindanao, Philippines
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