CASE STUDIES
Dec 20, 2010

Investigation into the Total Dissolved Gas Dynamics of Wells Dam Using a Two-Phase Flow Model

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 10

Abstract

Bubbles entrained by spilled water at hydroelectric projects increase the concentration of total dissolved gas (TDG), which may lead to gas bubble disease in fish. In this paper, the TDG dynamics downstream of Wells Dam are investigated using a two-phase flow model that accounts for the effect of the bubbles on the flow field. The TDG is calculated with a transport equation in which the source is the bubble/liquid mass transfer, a function of the gas volume fraction and bubble size. The model uses anisotropic turbulence modeling and includes attenuation of normal fluctuation at the free surface to capture the flow field and TDG mixing. The model is validated using velocity and TDG field data. Simulations under two plant operational configurations are performed to gain a better understanding of the effect of spill operations on the production, transport, and mixing of TDG. Model results indicate that concentrated spill releases create surface jets that result in the lowest TDG concentration downstream. On the other hand, spreading the spill release, with moderate flow through each gate, produces the highest TDG values downstream as a result of more air available for dissolution and smaller degasification at the free surface.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ansys, Inc. (2006). FLUENT 6 user’s guide, Canonsburg, PA.
Antal, S. P., Lahey, R. T., Jr., and Flaherty, J. E. (1991). “Analysis of phase distribution in fully developed laminar bubbly two-phase flow.” Int. J. Multiphase Flow, 17(5), 635–652.
Battino, R., and Clever, H. L. (1966). “The solubility of gases in liquids.” Chem. Rev., 66(4), 395–463.
Bombardelli, F. A., Buscaglia, G. C., Rehmann, C. R., Rincon, L. E., and Garcia, M. (2007). “Modelling and scaling of aeration bubble plumes: A two phase flow analysis.” J. Hydraul. Res., 45(5), 617–630.
Chanson, H., Aobi, S., and Hoque, A. (2004). “Physical modelling and similitude of air bubble entrainment at vertical circular plunging jets.” Chem. Eng. Sci., 59(4), 747–758.
Clift, R., Grace, J. R., and Weber, M. E. (1978). Bubbles, drops, and particles, Academic, New York.
Deckwer, W. D. (1992). Bubble column reactors, Wiley, New York.
DeMoyer, C. D., Schierholz, E. L., Gulliver, J. S., and Wilhelms, S. C. (2003). “Impact of bubble and free surface oxygen transfer on diffused aeration systems.” Water Res., 37(8), 1890–1904.
Dos Santos, C. M., Dionisio, R., Cerqueira, H. S., Sousa-Aguiar, E. F., Mori, M., and d’Avila, M. A. (2007). “Three-dimensional gas-liquid CFD simulations in cylindrical bubble columns.” Int. J. Chem. React. Eng., 5, A90.
Drew, D. A. (2001). “A turbulent dispersion model for particles and bubbles.” J. Eng. Math., 41, 259–274.
EES Consulting, Inc., Carroll, J., ENSR, and Parametrix. (2007). “Total dissolved gas production dynamics: Study of the Wells hydroelectric project.” Rep. Prepared for Public Utility District No. 1 of Douglas County, Kirkland, WA.
Geldert, D. A., Gulliver, J. S., and Wilhelms, S. C. (1998). “Modeling dissolved gas supersaturation below spillway plunge pools.” J. Hydraul. Eng., 124(5), 513–521.
Haug, P., and Weber, L. (2006). “Hydraulic model studies for fish diversion at Wanapum/Priest Rapids development, Part XVI: Construction of 1:52 scale Wanapum tailrace model and comparison of model data with field observations.” Limited Distribution Rep. No. 343, IIHR—Hydroscience and Engineering, Iowa City, IA.
Hibbs, D. E., and Gulliver, J. S. (1997). “Prediction of effective saturation concentration at spillway plunge pools.” J. Hydraul. Eng., 123(11), 940–949.
Ishii, M., and Zuber, N. (1979). “Drag coefficient and relative velocity in bubbly, droplet or particulate flows.” AIChE J., 25(5), 843–855.
Kerdouss, F., Bannari, A., and Proulx, P. (2006). “CFD modeling of gas dispersion and bubble size in a double turbine stirred tank.” Chem. Eng. Sci., 61(10), 3313–3322.
Lamont, J. C., and Scott, D. S. (1970). “An eddy cell model of mass transfer into the surface of a turbulent liquid.” AIChE J., 16(4), 513–519.
Li, S., and Weber, L. (2006). “Comprehensive comparison of the three-dimensional computational fluid dynamics (CFD) model outputs with field data of the Wanapum Dam forebay and tailrace.” Limited Distribution Rep. 335, IIHR—Hydroscience and Engineering, Iowa City, IA.
Linek, V., Kordac, M., Fujasova, M., and Moucha, T. (2004). “Gas-liquid mass transfer coefficient in stirred tanks interpreted through models of idealized eddy structure of turbulence in the bubble vicinity.” Chem. Eng. Proc., 43(12), 1511–1517.
Lopez de Bertodano, M. L., Lahey, R. T., Jr., and Jones, O. C. (1994). “Development of a k-ε model for bubbly two-phase flow.” J. Fluids Eng., 116(1), 128–134.
Manninen, M., Taivassalo, V., and Kallio, S. (1996). “On the mixture model for multiphase flow.” VTT Publications 288, VTT Technical Research Centre, Finland.
Maynard, C. (2008). “Evaluation of total dissolved gas criteria (TDG) biological effects research: a literature review.” Rep. No. 08-10-059, Washington State Dept. of Ecology, Olympia, WA.
Orlins, J. J., and Gulliver, J. S. (2000). “Dissolved gas supersaturation downstream of a spillway II: Computational model.” J. Hydraul. Res., 38(2), 151–159.
Picket, J., and Harding, R. (2002). “Total maximum daily load for lower Columbia River total dissolved gas.” Rep. No. 02-03-004, Oregon Dept. of Environmental Quality and Washington State Dept. of Ecology, Portland, OR, and Olympia, WA.
Picket, J., and Herold, M. (2003). “Total maximum daily load for total dissolved gas for lower Snake River.” Rep. No. 03-03-20, Washington State Dept. of Ecology, Olympia, WA.
Picket, J., Rueda, H., and Herold, M. (2004). “Total maximum daily load for total dissolved gas in the Mid-Columbia River and Lake Roosevelt.” Submittal Rep. No. 04-03-002, Washington State Dept. of Ecology, Olympia, WA.
Politano, M. S., Carrica, P. M., and Converti, J. (2003). “A model for turbulent polydisperse two-phase flow in vertical channel.” Int. J. Multiphase Flow, 29(7), 1153–1182.
Politano, M. S., Carrica, P. M., Turan, C., and Weber, L. (2007). “A multidimensional two-phase flow model for the total dissolved gas downstream of spillways.” J. Hydraul. Res., 45(2), 165–177.
Politano, M. S., Carrica, P. M., and Weber, L. (2009). “A multiphase model for the hydrodynamics and total dissolved gas in tailraces.” Int. J. Multiphase Flow, 35(11), 1036–1050.
Takemura, F., and Yabe, A. (1998). “Gas dissolution process of spherical rising gas bubbles.” Chem. Eng. Sci., 53(15), 2691–2699.
Tomiyama, A. (1998). “Struggle with computational bubble dynamics.” Proc., 3rd Int. Conf. on Multiphase Flows, ICMF Governing Board, Lyon, France.
Turan, C., Carrica, P. M., Lyons, T., Hay, D., and Weber, L. (2008). “Study of the free surface flow on an ogee-crested fish bypass.” J. Hydraul. Eng., 134(8), 1172–1175.
Turan, C., Politano, M. S., Carrica, P. M., and Weber, L. (2007). “Water entrainment and mixing due to surface jets.” Comput. Fluid Dyn. J., 21(3–4), 137–153.
Urban, A. L., Gulliver, J. S., and Johnson, D. W. (2008). “Modelling total dissolved gas concentration downstream of spillways.” J. Hydraul. Eng., 134(5), 550–561.
Weber, L. J., Huang, H., Lai, Y., and McCoy, A. (2004). “Modeling total dissolved gas production and transport downstream of spillways: Three-dimensional development and applications.” Int. J. River Basin Manage., 2(3), 157–167.
Zheng, L., and Yapa, P. D. (2000). “Buoyant velocity of spherical and non-spherical bubbles/droplets.” J. Hydraul. Eng., 126(11), 852–855.
Zheng, L., and Yapa, P. D. (2002). “Modeling gas dissolution in deepwater oil/gas spills.” J. Marine Sys., 31(4), 299–309.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 10October 2011
Pages: 1257 - 1268

History

Received: Dec 2, 2009
Accepted: Dec 17, 2010
Published online: Dec 20, 2010
Published in print: Oct 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

M. Politano [email protected]
Associate Research Engineer, IIHR—Hydroscience and Engineering, Univ. of Iowa, 300 S. Riverside Dr., Iowa City, IA 52242-1585 (corresponding author). E-mail: [email protected]
A. Arenas Amado [email protected]
Ph.D. Candidate, IIHR—Hydroscience and Engineering, Univ. of Iowa, 300 S. Riverside Dr., Iowa City, IA 52242-1585. E-mail: [email protected]
S. Bickford [email protected]
Supervisor of Relicensing, Public Utility District No. 1 of Douglas County, 1151 Valley Mall Pkwy., East Wenatchee, WA 98802-4497. E-mail: [email protected]
J. Murauskas [email protected]
Senior Aquatic Resource Biologist, Public Utility District No. 1 of Douglas County, 1151 Valley Mall Pkwy., East Wenatchee, WA 98802-4497. E-mail: [email protected]
D. Hay, M.ASCE [email protected]
Principal, Oakwood Consulting Inc., 237 Turtlehead Rd., Belcarra BC, Canada. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share