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Sediment Pulse Behaviour Following Dam Removal in Gravel‐Bed Rivers
Authors:Kylie Marie Pace  Desiree Tullos  Cara Walter  Stephen Lancaster  Catalina Segura
Affiliation:1. California State Water Resources Control Board, Sacramento, California, USA;2. Biological and Ecological Engineering, Oregon State University, Corvallis, Oregon, USA;3. College of Earth, Ocean, and Atmospheric Sciences, Oregon State University, Corvallis, Oregon, USA;4. Forest Engineering Resources and Management Department, Oregon State University, Corvallis, Oregon, USA
Abstract:As dams approach the end of their useful life, there is need to predict where and how accumulated sediment will move following dam removal to estimate and mitigate the impacts of this process on aquatic habitat and infrastructure. Flume studies suggest that sediment pulses disperse in place for most dams, but it is hypothesized that certain conditions (e.g., low Froude number, fine pulse grain size, small pulse sizes, and large peak discharge) may characterize pulses that translate downstream. However, quantitative analyses of sediment pulse behavior have not been widely conducted in field settings. We thus analyzed bathymetric data from four field sites in Oregon to investigate the reliability of flume‐derived hypotheses (1) whether dispersion or translation dominates across a range of dam removal physiographies using multiple methods of evaluation and (2) if Froude number, pulse material grain size, relative pulse size, and discharge can predict reservoir sediment movement mode. Results indicated that dispersion generally dominated pulse behavior in the field setting, with some limited evidence of translational movement in individual years. The Froude number appeared to be the most reliable for anticipating pulse behavior. Further work is needed to link generalized sediment pulse behavior to sediment mobilization and transport processes. Copyright © 2016 John Wiley & Sons, Ltd.
Keywords:dam removal  dispersion  Froude number  Peclet number  translation
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