Research Article
Jan 1976
Discharge Equations for HS, H, and HL Flumes
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 102, Issue 1
Abstract
Generalized discharge equations for HS and H flumes were developed from the original data. Discharge equations for the HL flume were developed from a published rating table for a 4-ft (1.2-m) flume. The equations are expressed in the basic dimensions of the control section. A direct solution for the effect of submergence on H flumes is presented in equation form.
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Published In
Journal of the Hydraulics Division
Volume 102 • Issue 1 • January 1976
Pages: 73 - 88
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Jan 1976
Published online: Feb 3, 2021
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Authors
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Wendell R. Gwinn, M.ASCE
1Resea rch Hydr. Engr., Water Conservation Structures Lab., Agricultural Research Service, U.S. Dept. of Agriculture, Stillwater, Okla
Donald A. Parsons, M.ASCE
Hydr. Engr., Retired, U.S. Dept. of Agriculture Sedimentation Lab., Agricultural Research Service, U.S. Dept. of Agriculture, Oxford, Miss
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