Research Article
Mar 1969
Flow Through Spillway Flip Bucket
Publication: Journal of the Hydraulics Division
Volume 95, Issue 2
Abstract
This paper presents two separate solutions for potential flow through circular spillway buckets. The first solution, which considers gravity effects, employs finite difference equations in combination with a successive approximation procedure in order to satisfy the Laplace equation and the boundary conditions. The second solution, which neglects gravity effects, employs a perturbation expansion in combination with conformal mapping and analytical continuation. The two solutions are compared, and recommendations are made for their application.
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Published In
Journal of the Hydraulics Division
Volume 95 • Issue 2 • March 1969
Pages: 633 - 648
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Mar 1969
Published online: Feb 3, 2021
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Authors
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Charles W. Lenau, A.M.ASCE
Assoc. Prof. of Civil Engr., Univ. of Missouri, Columbia, Mo.
John J. Cassidy, M.ASCE
Assoc. Prof. of Civil Engr., Univ. of Missouri, Columbia, Mo.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.