Technical Notes
Nov 21, 2013

Low-Head Dam Reverse Roller Remediation Options

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 4

Abstract

The writers examine possible remediation options to mitigate the dangers found at low-head dams, using computational fluid dynamics and physical model tests. The objective was to identify an option that could be relatively simple to implement, would reduce the strength, or eliminate the dangerous reverse roller found downstream of low-head dams. Two promising options were identified, consisting of (1) ramps spaced along the channel width, or (2) horizontal platforms protruding from the downstream face of the dam. Many designs were investigated, resulting in six that were rigorously tested for flat-topped and ogee-crested weirs. The effectiveness of the options was evaluated based on entrapment times of dummies introduced into the flow. One of the platform designs was the most effective option on both dam shapes. A ramp design also had good results, but was only tested on flat-topped dams.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 4April 2014

History

Received: Apr 11, 2013
Accepted: Nov 19, 2013
Published online: Nov 21, 2013
Published in print: Apr 1, 2014
Discussion open until: Jun 7, 2014

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Authors

Affiliations

Riley J. Olsen [email protected]
S.M.ASCE
Graduate Researcher, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200. E-mail: [email protected]
Michael C. Johnson [email protected]
P.E.
M.ASCE
Research Associate Professor, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200 (corresponding author). E-mail: [email protected]
Steven L. Barfuss [email protected]
P.E.
M.ASCE
Research Associate Professor, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200. E-mail: [email protected]

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