TY - GEN
T1 - Bubble-water mass transfer from plunging jet spillways
AU - Gulliver, J. S.
AU - Groeneveld, J.
N1 - Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2010
Y1 - 2010
N2 - Spillway discharge at the spillways discharging as a free jet has been shown to produce high Total Dissolved Gas (TDG) concentrations in the tailwater of the spillway and the river reach downstream. HighTDGconcentrations can cause gas bubble disease in fish, and therefore is a negative environmental impact to be avoided. One challenge is that there are many unknown factors for a large free jet discharging into a pool, such as air entrainment, bubble size, rate of bubble-water transfer, and free surface transfer. Our approach has been to assume that the air entrained into the pool by the spillway and tunnel is sufficient to develop a steady state concentration of TDG, such that additional air entrainment would not alter this concentration. Thus, bubble-water desorption near the surface is balanced by absorption at deeper depths. The location of entrained air bubbles has been simulated with a computational fluid dynamics code. Gas transfer across the bubbles was then simulated with source/sink algorithms developed by the authors and applied to the bubbles. This paper will describe two predictions of TDG concentration and comparisons with field measurements.
AB - Spillway discharge at the spillways discharging as a free jet has been shown to produce high Total Dissolved Gas (TDG) concentrations in the tailwater of the spillway and the river reach downstream. HighTDGconcentrations can cause gas bubble disease in fish, and therefore is a negative environmental impact to be avoided. One challenge is that there are many unknown factors for a large free jet discharging into a pool, such as air entrainment, bubble size, rate of bubble-water transfer, and free surface transfer. Our approach has been to assume that the air entrained into the pool by the spillway and tunnel is sufficient to develop a steady state concentration of TDG, such that additional air entrainment would not alter this concentration. Thus, bubble-water desorption near the surface is balanced by absorption at deeper depths. The location of entrained air bubbles has been simulated with a computational fluid dynamics code. Gas transfer across the bubbles was then simulated with source/sink algorithms developed by the authors and applied to the bubbles. This paper will describe two predictions of TDG concentration and comparisons with field measurements.
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U2 - 10.1201/b10553-120
DO - 10.1201/b10553-120
M3 - Conference contribution
AN - SCOPUS:84860235834
SN - 9780415595469
T3 - Environmental Hydraulics - Proceedings of the 6th International Symposium on Environmental Hydraulics
SP - 735
EP - 740
BT - Environmental Hydraulics - Proceedings of the 6th International Symposium on Environmental Hydraulics
PB - Taylor and Francis - Balkema
T2 - 6th International Symposium on Environmental Hydraulics
Y2 - 23 June 2010 through 25 June 2010
ER -