Technical Papers
Aug 3, 2012

Comparison of Supersaturated Total Dissolved Gas Dissipation with Dissolved Oxygen Dissipation and Reaeration

Publication: Journal of Environmental Engineering
Volume 139, Issue 3

Abstract

Elevated levels of total dissolved gas (TDG) may occur downstream of dams, leading to increased incidence of gas bubble disease in fish. Accelerating the dissipation of supersaturated TDG in the downstream river can mitigate this problem; however, data useful for modeling the dissipation of supersaturated TDG through the free surface in natural rivers are limited. Lacking data to the contrary, prior modeling studies have assumed (1) dissolved oxygen (DO) is a reasonable proxy for TDG; and (2) unsaturated reaeration is sufficiently similar to supersaturated dissipation such that the same rate coefficients may be applied to either process. To test the validity of these assumptions and motivate future research, laboratory experiments were conducted to estimate the first-order dissipation rate coefficients for supersaturated DO and TDG and the reaeration rate coefficients for DO under identical turbulence conditions. The results indicate the dissipation process is quantitatively different from the reaeration process, and TDG behavior is quantitatively different from DO. Comparison of laboratory results with prior field research leads to speculation that increasing river turbulence and/or decreasing in water depth may be possible methods for promoting the TDG dissipation rate and reducing the length of a river affected by supersaturation.

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Acknowledgments

This material is based on work supported by the National Natural Science Foundation of China, Grant No. 51179111 and the U.S. National Science Foundation under Grant No. 0710901.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 139Issue 3March 2013
Pages: 385 - 390

History

Received: Jul 12, 2011
Accepted: Jun 1, 2012
Published online: Aug 3, 2012
Published in print: Mar 1, 2013

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Authors

Affiliations

Ran Li, Ph.D. [email protected]
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., PRC 24#, South Section No. 1, Yihuang Rd., Chengdu 610065, PRC. E-mail: [email protected]
Ben R. Hodges, Ph.D. [email protected]
A.M.ASCE
Associate Professor, Center for Research in Water Resources, Univ. of Texas at Austin, 10100 Burnet Rd., Austin, TX 78758 (corresponding author). E-mail: [email protected]
Jingjie Feng [email protected]
Doctoral Candidate, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., PRC 24#, South Section No. 1, Yihuang Rd., Chengdu 610065, PRC. E-mail: [email protected]
Xiaodong Yong [email protected]
Master Degree Candidate, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., PRC 24#, South Section No. 1, Yihuang Rd., Chengdu 610065, PRC. E-mail: [email protected]

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