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contributor authorRan Li
contributor authorBen R. Hodges
contributor authorJingjie Feng
contributor authorXiaodong Yong
date accessioned2017-05-08T21:42:19Z
date available2017-05-08T21:42:19Z
date copyrightMarch 2013
date issued2013
identifier other%28asce%29ee%2E1943-7870%2E0000606.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60039
description abstractElevated 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.
publisherAmerican Society of Civil Engineers
titleComparison of Supersaturated Total Dissolved Gas Dissipation with Dissolved Oxygen Dissipation and Reaeration
typeJournal Paper
journal volume139
journal issue3
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000598
treeJournal of Environmental Engineering:;2013:;Volume ( 139 ):;issue: 003
contenttypeFulltext


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