Research Article
Oct 1982

Model Study of Low Drop Grade Control Structures

Publication: Journal of the Hydraulics Division
Volume 108, Issue 10

Abstract

A generalized model study was conducted on low drop, grade control structures. A low drop was defined from this study as an hydraulic drop with a difference in elevation between the upstream and downstream channel beds, H; a discharge, Q; and a corresponding critical depth, Yc, such that the relative drop height, H/Yc, is equal to or less than 1.0. Conversely a high drop is defined as one with a relative drop height, H/Yc, greater than 1.0. Tentative design criteria, in the form of dimensionless equations, are given to proportion and hydraulically design the stilling basin for low drops with energy dissipation devices. A method is given to determine the size and placement of a baffle pier or baffle plate to achieve optimum flow conditions in the downstream channel.

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Published In

Journal of the Hydraulics Division
Volume 108Issue 10October 1982
Pages: 1132 - 1146

History

Published in print: Oct 1982
Published online: Feb 3, 2021

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W. C. Little, M.ASCE
Research Hydraulic Engr., Erosion and Channels Research Unit., U. S. Dept. of Agric. Sedimentation Lab., Oxford, Miss.
J. B. Murphey
Geologist, Erosion and Channels Research Unit, U. S. Dept. of Agric. Sedimentation Lab., Oxford, Miss.

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