Research Article
Feb 1972
Solution of Flow under Sluice Gate
Author: Yong K. ChungAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 98, Issue 1
Abstract
The problem is considered for an analytic perturbation solution with a realistic mathematical model such that the gate opening is relatively small and the upstream free surface is horizontal. Solutions for the discharge and contraction coefficients are obtained in terms of a small parameter. Conformal mapping, analytic continuation and perturbation methods combined to obtain the solution correctly up to the second order. The discharge and contraction coefficients which are obtained from the solutions are compared with those obtained by others. Flow under a sluice gate of variable angle is separately dealt with by similar procedures. Due to complexity resulting from the variable angle, solutions for the coefficients of discharge and contraction have been obtained only up to the first order. From the Bernoulli equation on free surfaces, the boundary equations and conditions are obtained for the Ω-function. From solutions for the Ω-function, the second order perturbation solutions are obtained for a vertical sluice gate.
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Published In
Journal of the Engineering Mechanics Division
Volume 98 • Issue 1 • February 1972
Pages: 121 - 140
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Feb 1972
Published online: Feb 3, 2021
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Authors
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Yong K. Chung
Researeh Engr Oceanics Inc., Plainview, N.Y.
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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.
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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.