Three-Dimensional Numerical Study of Flows in Open-Channel Junctions
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Volume 128, Issue 3
Abstract
An open-channel junction flow is encountered in many hydraulic structures ranging from wastewater treatment facilities to fish passage conveyance structures. An extensive number of experimental studies have been conducted but a comprehensive three-dimensional numerical study of junction flow characteristics has not been performed and reported. In this paper, a three-dimensional numerical model is developed to investigate the open-channel junction flow. The main objective is to present the validation of a three-dimensional numerical model with high-quality experimental data and compare additional simulations with classical one-dimensional water surface calculations. The three-dimensional model is first validated using the experimental data of a 90° junction flow under two flow conditions. Good agreement is obtained between the model simulation and the experimental measurements. The model is then applied to investigate the effect of the junction angle on the flow characteristics and a discussion of the results is presented.
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References
Best, J. L., and Reid, I.(1984). “Separation zone at open-channel junctions.” J. Hydraul. Eng., 110(11), 1588–1594.
Biron, P., Best, J. L., and Roy, A. G.(1996). “Effects of bed discordance on flow dynamics at open channel confluences.” J. Hydraul. Eng., 122(12), 676–682.
Cokljat, D., and Younis, B. A.(1995). “Second-order closure study of open-channel flows.” J. Hydraul. Eng., 121(2), 94–107.
Demuren, A. O. (1991). “Development of a mathematical model for sediment transport in meandering rivers.” Rep. No. 693, Dept. of Mechanical Engineering and Mechanics, Old Dominion Univ.
Demuren, A. O.(1993). “A numerical model for flow in meandering channels with natural bed topography.” Water Resour. Res., 19(4), 1269–1277.
Hager, W. H.(1989). “Transitional flow in channel junctions.” J. Hydraul. Eng., 115(2), 243–259.
Hsu, C. C., Wu, F. S., and Lee, W. J.(1998a). “Flow at 90° equal-width open-channel junction.” J. Hydraul. Eng., 124(2), 186–191.
Hsu, C. C., Lee, W. J., and Chang, C. H.(1998b). “Subcritical open-channel junction flow.” J. Hydraul. Eng., 124(8), 847–855.
Huang, J. (2000). “Development and validation of a three-dimensional numerical model for application to river flow.” PhD thesis, Univ. of Iowa, Iowa (in preparation).
Issa, R. I.(1986). “Solution of implicitly discretized fluid flow equations by operator splitting.” J. Comput. Phys., 62, 40–65.
Jang, D. S., Jetli, R., and Acharya, S.(1986). “Comparison of the PISO, SIMPLER, and SIMPLEC algorithms for the treatment of the pressure–velocity coupling in steady flow problems.” Numer. Heat Transfer, 10, 209–228.
Lai, Y. G.(1997). “An unstructured grid method for a pressure-based flow and heat transfer solver.” Numer. Heat Transfer, Part B, 32, 267–281.
Lai, Y. G.(2000). “Unstructured grid arbitrarily shaped element method for fluid flow simulation.” AIAA J., 38(12), 2246–2252.
Modi, P. N., Ariel, P. D., and Dandekar, M. M.(1981). “Conformal Mapping for channel junction flow.” J. Hydraul. Div., Am. Soc. Civ. Eng., 107(12), 1713–1733.
Patankar, S. V. (1980). Numerical heat transfer and fluid flow, McGraw-Hill, New York.
Ramamurthy, A. S., Carballada, L. B., and Tran, D. M.(1988). “Combining open-channel flow at right-angled junctions.” J. Hydraul. Eng., 114(12), 1449–1460.
Shumate, E. D. (1998). “Experimental description of flow at an open-channel junction,” Master thesis, Univ. of Iowa, Iowa.
Taylor, E. H.(1944). “Flow characteristics at rectangular open-channel junctions.” Trans. Am. Soc. Civ. Eng., 109, 893–902.
Vinokur, M.(1983). “On one-dimensional stretching functions for finite-difference calculations.” J. Comput. Phys., 50, 215–234.
Wilcox, D. C. (1993). Turbulence modeling for CFD, 1st Ed., DCW Industries, Inc.
Wu, W., Rodi, W., and Wenka, T. (1997). “Three-dimensional calculation of river flow.” Proc., 27th Congress of the Int. Association for Hydraulic Research, Environmental and Coastal Hydraulics: Protecting the Aquatic Habitat, Theme B, Vol. 1, 779–784.
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Copyright © 2002 American Society of Civil Engineers.
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Received: Feb 7, 2000
Accepted: Jun 18, 2001
Published online: Mar 1, 2002
Published in print: Mar 2002
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