Research Article
May 1964
Hydrodynamic Analysis for High-Head Leaf Gates
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 90, Issue 3
Abstract
By separate analyses of the effects of flow and geometry on the hydraulic downpull on gates, a basis is provided for the generalization of experimental downpull data. Although applied only to high-head leaf gates, the analyses also should prove adaptable to other types of closure devices. In a simple downpull equation, the flow effects are considered in terms of the discharge, for which an expression is derived by the one-dimensional method of analysis. The effects of the boundary geometry are considered with the aid of form coefficients and are evaluated for various common lip shapes from two-dimensional air-tunnel experiments. The susceptibility of the lip shapes to unstable flow separation and the development of subatmospheric pressures is examined. The test results contribute to generalized design information that permits the prediction of downpull, as well as the synthesis of the most favorable composite form of conduit and gate. Bibliographic material on the hydraulics of high-head gates is included.
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Information
Published In
Journal of the Hydraulics Division
Volume 90 • Issue 3 • May 1964
Pages: 155 - 192
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: May 1964
Published online: Feb 3, 2021
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Authors
Affiliations
Edward Naudascher, M.ASCE
Assoc. Prof. of Mechanics and Hydraulics, Univ. of Iowa, and Research Engr., Inst. of Hydr. Research, Iowa City, Iowa
Helmut E. Kobus
Research Assoc., Inst. of Hydr. Research, Iowa City, Iowa
Ragam Pondu R. Rao
Research Asst., Inst. of Hydr. Research, Iowa City, Iowa, on leave from Andhra Univ., Waltair, India
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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.
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