Discharge Equations for HS, H, and HL Flumes

by Wendell R. Gwinn, (M.ASCE), Research 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, Oxford, Miss.,

Serial Information: Journal of the Hydraulics Division, 1976, Vol. 102, Issue 1, Pg. 73-88

Document Type: Journal Paper

Discussion: Blaisdell Fred W. (See full record)
Closure: (See full record)

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.

Subject Headings: Flumes | Water discharge | Ratings | Submerging |

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