Three-Dimensional Numerical Simulation and Analysis of Flows around a Submerged Weir in a Channel Bendway

Journal of Hydraulic Engineering

Volumn 131, Issue 8, 2005, Pages 682-693

  Jia, Yafei ^a   Scott, Steve ^b   Xu, Yichun ^a   Huang, Suiliang ^a   Wang, Sam S ^a  

^a The University of Mississippi   (United States)

^b US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

Channel bends; Flow simulation; Hydraulic structures; Numerical analysis; Secondary flow; Three dimensional models; Turbulent flow; Weirs

Indexed keywords

NUMERICAL ANALYSIS; NUMERICAL MODELS; SECONDARY FLOW; WEIRS; CHANNEL FLOW; COMPUTER SIMULATION; HYDRAULIC STRUCTURES; MATHEMATICAL MODELS; TURBULENT FLOW;

CHANNEL BEND; NAVIGATION CONDITIONS; NEAR FIELD FLOW; RIVER CHANNELS; SECONDARY CURRENTS; SIMULATION AND ANALYSIS; THREE DIMENSIONAL MODELLING; THREE-DIMENSIONAL NUMERICAL ANALYSIS; THREE-DIMENSIONAL NUMERICAL SIMULATIONS; U.S ARMY CORPS OF ENGINEERS;

FLOW FIELDS; FLOW OF WATER;

CHANNEL BENDS; FLOW SIMULATION; THREE DIMENSIONAL MODELS;

FLOW MODELING; HYDRAULIC STRUCTURE; OPEN CHANNEL FLOW; SECONDARY FLOW; TURBULENT FLOW; WEIR;

CHANNEL FLOW; FLOW MODELING; HYDRAULIC STRUCTURE; SECONDARY FLOW; TURBULENT FLOW; WEIR;

EID: 25444462769     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2005)131:8(682)     Document Type: Article

References (33)

1. Bathurst, J. C., Thorne, C. R., and, Hey, R. D. (1979). Secondary flow and shear stress at river bends.J. Hydraul. Div., Am. Soc. Civ. Eng. JYCEAJ 0044-796X, 105 (10), 1277-1295.
2. Bhuiyan, F., and, Hey, R. D. (2001). Instream J-vane for bank protection and river restoration.Proc., XXIX IAHR Congress, Beijing, Theme D, II, 161-166.
3. Bhuiyan, F., and, Olsen, N. R. B. (2002). Three-dimensional numerical modeling of flow and scour around spur-dikes.Proc., 5th Int. Conf. on Hydroinformatics, Cardiff, U.K., 70-75.
4. Booij, R. (2003). Modeling the flow in curved tidal channels and rivers.Proc., Int. Conf. on Estuaries and Coasts, Hangzhou, China, 786-794.
5. De Vriend, D. J. (1979). Flow measurements in a curved rectangular channel.Internal Rep. No. 9-79, Laboratory of Fluid Mechanics, Dept. of Civil Engineering, Delft Univ. of Technology, Delft, The Netherlands.
6. Duan, J. G., Wang, S. S. Y., and, Jia, Y. (2001). The application of the enhanced CCHE2D model to study the alluvial channel migration processes.J. Hydraul. Res. JHYRAF 0022-1686, 39 (5), 469-480.
7. Hickin, E. J. (1978). Mean flow structure in meanders of the Squamish River, British Columbia.Can. J. Earth Sci. CJESAP 0008-4077, 15, 1833-1849.
8. Hsieh, T. Y., and, Yang, J. C. (2003). Investigation on the suitability of two-dimensional depth-averaged models for bend-flow simulation.J. Hydraul. Eng. JHEND8 0733-9429, 129 (8), 597-612. 10.1061/(ASCE)0733-9429(2003)129:8(597)
9. Jia, Y., Blanckaert, K., and, Wang, S. S. Y. (2001a). Simulation of secondary flow in curved channels.Proc., FMTM2001 Int. Conf., Tokyo.
10. Jia, Y., Kitamura, T., and, Wang, S. S. Y. (2001b). Simulation of scour process in plunging pool of loose bed-material.J. Hydraul. Eng. JHEND8 0733-9429, 127 (3), 219-229. 10.1061/(ASCE)0733-9429(2001)127:3(219)
11. Jia, Y., and, Wang, S. S. Y. (1992). Computational model verification test case using flume data.Proc., ASCE Conf. on Hydraulic Engineering, ASCE, Reston, Va., 436-441.
12. Jia, Y., and, Wang, S. S. Y. (1993). 3D numerical simulation of flow near a spur dike.Advances in HydroScience and Engineering, Proc., Int. Conf. for Hydroscience and Engineering, I, Part B, Univ. of Mississippi, 2150-2156.
13. Jia, Y., and, Wang, S. S. Y. (1999). Numerical model for channel flow and morphological change studies.J. Hydraul. Eng. JHEND8 0733-9429, 125 (9), 924-933. 10.1061/(ASCE)0733-9429(1999)125:9(924)
14. Jia, Y., and, Wang, S. S. Y. (2001). Numerical model verification and simulation of free surface flow in Mississippi River.Proc., ASCE 2001 World Water and Environmental Resources, CD-ROM, Orlando, Fla.
15. Jia, Y., Wang, S. Y. Y., and, Xu, Y. (2002). Validation and application of a 2D model to channels with complex geometry.Int. J. Comput. Eng. Sci. ZZZZZZ 1465-8763, 3 (1), 57-71.
16. Jin, Y. C., and, Steffler, P. M. (1993). Predicting flow in curved open channels by depth-averaged model.J. Hydraul. Eng. JHEND8 0733-9429, 119 (1), 109-124.
17. Lai, Y. G., Weber, L. J., and, Patel, V. C. (2003). Nonhydrostatic three-dimensional model for hydraulic flow simulation, I: Formulation and verification.J. Hydraul. Eng. JHEND8 0733-9429, 129 (3), 196-205. 10.1061/(ASCE)0733-9429(2003)129:3(196)
18. Leschziner, M. A., and, Rodi, W. (1979). Calculation of strongly curved open channel flow.J. Hydraul. Div., Am. Soc. Civ. Eng. JYCEAJ 0044-796X, 105 (10), 1297-1314.
19. Mayerle, R., Toro, F. M., and, Wang, S. S. Y. (1995). Verification of a three dimensional numerical model simulation of the flow in vicinity of spur dikes.J. Hydraul. Res. JHYRAF 0022-1686, 33 (2), 243-256.
20. Morvan, H., Pender, G., Wright, N. G., and, Ervine, D. A. (2002). Three-dimensional hydrodynamics of meandering compound channels.J. Hydraul. Eng. JHEND8 0733-9429, 128 (7), 674-682. 10.1061/(ASCE)0733-9429(2002)128:7(674)
21. Nezu, I., and, Nakagawa, H. (1993). Turbulence in open channel flows, A.A. Balkema, Rotterdam, The Netherlands.
22. Odgaard, A. J., and, Kennedy, J. F. (1983). River-bend bank protection by submerged vanes.J. Hydraul. Eng. JHEND8 0733-9429, 109 (8), 1161-1173.
23. Olsen, N. R. B. (2003). Three-dimensional CFD modeling of self-forming meandering channel.J. Hydraul. Eng. JHEND8 0733-9429, 129 (5), 366-372. 10.1061/(ASCE)0733-9429(2003)129:5(366)
24. Rajaratnam, N., and, Nwachukwu, B. A. (1983). Flow near groin-like structure.J. Hydraul. Eng. JHEND8 0733-9429, 109 (3), 463-480.
25. Rozovskii, I. L. (1961). Flow of water in bends of open channels, Academy of Science of the Ukrainian SSR, Institute of Hydrology and Hydraulic Engineering, The Israel Program for Scientific Translations.
26. Scott, S., Jia, Y., and, Wang, S. S. Y. (2001). 3D numerical simulation of flow in Mississippi River and validation using field data.Proc., XXIX IAHR Congress Theme D: Hydraulics of Rivers, Water and Machinery, I, Beijing, 183-188.
27. Speziale, C. G. (1987). On nonlinear k-l and k-ϵ models of turbulence.J. Fluid Mech. JFLSA7 0022-1120, 178, 459-475.
28. Stone, H. L. (1968). Iterative solution of implicit approximation of multidimensional partial differential equations.SIAM (Soc. Ind. Appl. Math.) J. Numer. Anal. SJNAEQ 0036-1429, 5, 530-558. 10.1137/0705044
29. Tingsanchali, T., and, Maheswaran, S. (1990). 2-D depth-averaged flow computation near groyne.J. Hydraul. Eng. JHEND8 0733-9429, 116 (1), 71-86.
30. Wang, S. S. Y., and, Hu, K. K. (1992). Improved methodology for formulating finite-element hydrodynamic models.Finite elements in fluids, T. J. Chung., ed., 8, Hemisphere, 457-478.
31. Waterway Simulation Technology, Inc. (1999). A physical model test plan for bend way Weir design criteria.Project Summary Rep., to the Navigation Branch of the Coastal and Hydraulics Laboratory, Waterway Experiment Station.
32. Wilson, C. A. M. E., Boxall, J. B., Guymer, I., and, Olsen, N. R. B. (2003). Validation of a three-dimensional numerical code in the simulation of pseudo-natural meandering flows.J. Hydraul. Eng. JHEND8 0733-9429, 129 (10), 758-768. 10.1061/(ASCE)0733-9429(2003)129:10(758)
33. Wu, W. M., Rodi, W., and, Wenka, T. (2000). 3D numerical modeling of flow and sediment transport in open channels.J. Hydraul. Eng. JHEND8 0733-9429, 126 (1), 4-15. 10.1061/(ASCE)0733-9429(2000)126:1(4)