TECHNICAL PAPERS
Oct 1, 1996

Hydrodynamic Flow Modeling at Confluence of Two Streams

Publication: Journal of Engineering Mechanics
Volume 122, Issue 10

Abstract

A pseudo three-dimensional (3D), time-dependent hydrodynamic flow model is developed to simulate flood flows at the confluence of Buffalo and White Oak Bayous in Houston, Texas. This model solves Reynolds-averaged Navier-Stokes equations in a curvilinear coordinate system. A simplified moving-boundary algorithm was also incorporated in the model to determine the moving-fluid domain. The 3D velocity field and free-surface elevation at this interconnected bayou system were computed. Numerical simulations were conducted for both existing and proposed channel geometries. Evaluation of the velocity change due to the proposed channel improvements was studied. The effects of the bayou bathymetry and existing structures on the flow field are also discussed.

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References

1.
Demuren, A. O.(1993). “A numerical model for flow in meandering channels with natural bed topography.”Water Resour. Res., 29(4), 1269–1277.
2.
Donaldson, C. duP. (1973). “Atmospheric turbulence and the dispersal of atmospheric pollutants.”AMS workshop on micrometeorology, D. A. Haugen, ed., Science Press, Boston, Mass., 313–392.
3.
Jin, Y. C., and Steffler, P. M.(1993). “Predicting flow in curved open channels by depth-averaged method.”J. Hydr. Engrg., ASCE, 119(1), 109–124.
4.
Kraijenhoff, D. A., and Moll, J. R. (1986). River flow modelling and forecasting . D. Reidel Publishing Company, Dordrecht, The Netherlands.
5.
Leschziner, M. A., and Rodi, W.(1979). “Calculation of strongly curved open channel flow.”J. Hydr. Engrg., ASCE, 105(10), 1297–1314.
6.
Phillips, N. A.(1957). “A coordinate system having some special advantages for numerical forecasting.”J. Meteorology, 14(2), 184–185.
7.
Roy, A. G., and Woldenberg, M. J.(1986). “A model for changes in channel form at a river confluence.”J. Geol., 94, 402–411.
8.
Sheng, Y. P., Choi, J. K., and Kuo, A. Y. (1990). “Three-dimensional numerical modeling of tidal circulation and salinity transport in James River Estuary.”Proc., Estuarine and Coast. Modeling, ASCE, New York, N.Y., 209–218.
9.
Thompson, J. F., and Johnson, B. H. (1985). “Development of an adaptive boundary-fitted coordinate code for use in coastal and estuarine areas.”Tech. Rep. HL-85-5, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
10.
Tingsanchali, T., and Maheswaran, S.(1987). “2-D depth-averaged flow computation near groyne.”J. Hydr. Engrg., ASCE, 116(1), 71–86.
11.
Wang, K. H., Cleveland, T. G., Rogers, J. R., and Ren, X. (1991). “A three-dimensional hydrodynamic flow and transport model of the confluence of Buffalo Bayou and White Oak Bayou in Houston, Texas—theory, numerical implementation, and results.”Final Rep., Univ. of Houston, UH-CEE91-7, Houston, Tex.
12.
Wang, K. H. (1992). “Three-dimensional circulation modeling of the coastal and ocean environments.”Civ. Engrg. in the Oceans V Conf., ASCE, New York, N.Y., 637–651.
13.
Wang, K. H.(1994). “Characterization of circulation and salinity change in Galveston Bay.”J. Engrg. Mech., ASCE, 120(3), 557–579.
14.
Yen, B. C. (1979). “Unsteady flow mathematical modeling techniques.”Modeling of rivers, H. W. Shen, ed., John Wiley and Sons, Inc., New York, N.Y.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 122Issue 10October 1996
Pages: 994 - 1002

History

Published online: Oct 1, 1996
Published in print: Oct 1996

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Authors

Affiliations

K.-H. Wang
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Houston, Houston, TX 77204-4791.
T. G. Cleveland
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Houston, Houston, TX.
S. Fitzgerald
Mgr., Capital Improvements Dept., Harris County Flood Control Dist., Houston, TX 77092.
X. Ren
Res. Asst., Dept of Civ. and Envir. Engrg., Univ. of Houston, Houston, TX.

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