Modeling Total Dissolved Gas Concentration Downstream of Spillways
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 5
Abstract
Dams are often operated to facilitate downstream juvenile anadromous fish migration over the spillways, but such operation can cause high dissolved concentrations of oxygen and nitrogen that can be harmful to fish. The concentration of total dissolved gas (TDG) in the flow changes with distance downstream of the spillway crest and depends on the geometric configuration of the spillway and on hydraulic and operating conditions. A model is presented that simulates the physical processes of gas transfer with the goal of having an accurate and more widely applicable TDG model for plunging spillway discharges. Bubble transfer is dominant in the stilling basin, while water surface transfer is dominant downstream. Sensitivity analyses suggest which physical processes are important for accurate total dissolved gas predictions. Instantaneous bubble coalescence and breakup based upon local turbulence conditions is an appropriate assumption. Vertical bubble profiles do not need to be simulated in this type of model. Water surface roughness provides a significant increase to surface transfer. Tailwater depth is important to downstream TDG concentrations. Finally, a 10% difference in air entrained at the plunge point causes relatively minor differences in TDG of 1.4 and 3.1% at low and high discharges, respectively.
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Acknowledgments
The funding for this research was provided by a fellowship from the U.S. Society on Dams; a Doctoral Dissertation Fellowship from the Graduate School of the University of Minnesota; a GAANN fellowship from the University of Minnesota, Department of Civil Engineering with funding provided by the U.S. Department of Education; and a grant from the U.S. Army Corps of Engineers, Engineering Research and Development Center (ERDC) with funding provided by the Portland and Walla Walla Districts. The writers would also especially like to thank Dr. Rajaratnam for the assessment of his research of flow and turbulence created by hydraulic jumps and their application to this research.
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Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 134 • Issue 5 • May 2008
Pages: 550 - 561
Copyright
© 2008 ASCE.
History
Received: Nov 20, 2002
Accepted: Sep 5, 2007
Published online: May 1, 2008
Published in print: May 2008
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