Research Article
Oct 1972
Supercritical Flow over Sills at Incipient Jump Conditions
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VIEW THE REPLYAuthors: Karam S. Karki, Subhash Chander, and Ramesh C. MalhotraAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 98, Issue 10
Abstract
A laboratory investigation has been conducted to study the conditions mainly responsible for the stabilization and prediction of the hydraulic jump in a rectangular, horizontal-bed channel with a square-shaped bottom sill at the incipient jump condition (i.e., at the verge of formation of the jump, however, without it actually forming). A theoretical analysis based upon the momentum and continuity principles has been carried out. A formula for the design of the sills, when the ratio of the sill height to the upstream depth is smaller than 1.25, is suggested. A relationship between the drag experienced by the sill and the upstream Froude number is also given. The theoretical formulation has been checked by laboratory experimentation.
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Published In
Journal of the Hydraulics Division
Volume 98 • Issue 10 • October 1972
Pages: 1753 - 1764
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Oct 1972
Published online: Feb 3, 2021
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Authors
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Karam S. Karki
Sr. Research Scholar, Applied Mechanics Dept., Indian Inst. of Technology, Hauz Khas, New Delhi, India
Subhash Chander
Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Technology, Hauz Khas, New Delhi, India
Ramesh C. Malhotra
Prof., Dept. of Applied Mechanics, Indian Inst. of Technology, Hauz Khas, New Delhi, India
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