Research Article
Jan 1957
Discharge Coefficients for Spillways at TVA Dams
Publication: Transactions of the American Society of Civil Engineers
Volume 122, Issue 1
Abstract
Spillway ratings derived from model studies have been used in the preparation of spillway rating tables for the Tennessee Valley Authority dams. As a result of these studies, discharge coefficients for eleven of the Tennessee Valley Authority dams are given in this paper. Coefficients for both submerged and free discharge conditions are presented for discharges over standard spillway crests, irregular spillway crests, and a vertical-lift spillway gate. Discharge coefficients for Tainter gates placed on curved spillway crests are also given for various gate openings under free discharge conditions. In addition, data on the effect of model scale on the discharge coefficient and the effect of closing adjacent spillway bays and gates are presented. The coefficient relationships are shown in a form that may be used by designers as a guide in making determinations of the discharges for future spillways.
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© 1957 American Society of Civil Engineers.
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Published in print: Jan 1957
Published online: Feb 10, 2021
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Kenneth W. Kirkpatrick, AM.ASCE
Hydr. Engr., Hydr. Lab., Tennessee Valley Authority, Norris, Tenn.
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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.
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.