Bend-Flow Simulation Using 2D Depth-Averaged Model

Journal of Hydraulic Engineering

Volumn 125, Issue 10, 1999, Pages 1097-1108

  Lien, H C ^a   Hsieh, T Y ^a   Yang, J C ^b   Yeh, K C ^b  

^a ASCE

^b NATIONAL CHIAO TUNG UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

DISPERSIONS; SECONDARY FLOW; COMPUTATIONAL FLUID DYNAMICS; COMPUTER SIMULATION; FLOW PATTERNS; MATHEMATICAL MODELS; MATHEMATICAL OPERATORS; STRESS ANALYSIS;

CHANNEL BEND; CURVED CHANNELS; CURVILINEAR COORDINATE SYSTEMS; DEPTH-AVERAGED MODELING; FLOW PHENOMENA; IN-CHANNELS; IRREGULAR BOUNDARY; MODEL USE; NUMERICAL SOLUTION; ORTHOGONAL CURVILINEAR COORDINATES;

DISPERSION (WAVES); CHANNEL FLOW;

BEND FLOW; DEPTH-AVERAGED MODEL; ORTHOGONAL CURVILINEAR COORDINATE SYSTEMS; SECONDARY FLOW EFFECT;

BEND; CHANNEL FLOW; CURVED CHANNEL; FLOW PATTERN; MATHEMATICAL MODELING; SECONDARY FLOW;

EID: 0033429197     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1999)125:10(1097)     Document Type: Article

References (25)

1. Biglari, B., and Sturm, T. W. (1998). ‘‘Numerical modeling of flow around bridge abutments in compound channel.’’ J. Hydr. Engrg., ASCE, 124(2), 156–164.
2. de Vriend, H. J. (1977). ‘‘A mathematical model of steady flow in curved shallow channel.’’ J. Hydr. Res., Delft, The Netherlands, 15(1), 37–54.
3. de Vriend, H. J. (1981). ‘‘Velocity redistribution in curved rectangular channels.’’ J. Fluid Mech., Cambridge, U.K., 107, 423–439.
4. de Vriend, H. J., and Geldof, H. J. (1983). ‘‘Main flow velocity in short and sharply curved river bends.’’ Communications on Hydraulics, Rep. No. 83-6, Dept. of Civ. Engrg., Delft University of Technology, Delft, The Netherlands.
5. de Vriend, H. J., and Koch, F. G. (1977). ‘‘Flow of water in a curved open channel with a fixed plan bed.’’ Rep. on Experimental and Theoretical Investigations R675-V M1415, Part I, Delft University of Technology, Delft, The Netherlands.
6. Falcon Ascanio, M. (1979). ‘‘Analysis of flow in alluvial channel bends,’’ PhD thesis, Dept. Mech. and Hydr., University of Iowa, Iowa City, Iowa.
7. 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.
8. Kalkwijk, J. P. T., and de Vriend, H. J. (1980). ‘‘Computation of the flow in shallow river bends.’’ J. Hydr. Res., 18(4), 327–342.
9. Kikkawa, H., Ikeda, S., and Kitagawa, A. (1976). ‘‘Flow and bed topography in curved open channels.’’ J. Hydr. Div., ASCE, 102(9), 1327–1342.
10. Leschziner, M. A., and Rodi, W. (1979). ‘‘Calculation of strongly curved open channel flow.’’ J. Hydr. Div., ASCE, 105(10), 1297–1314.
11. Lien, H. C., Hsieh, T. Y., and Yang, J. C. (1999). ‘‘Use of two-step split-operator approach for 2-D shallow water flow computation.’’ Int. J. Numer. Methods in Fluids, in press.
12. Mockmore, C. (1943). ‘‘Flow around bends in stable channels.’’ Trans., ASCE, 3, 334.
13. Molls, T., and Chaudhry, M. H. (1995). ‘‘Depth-averaged open-channel flow model.’’ J. Hydr. Engrg., ASCE, 121(6), 453–465.
14. Nagata, T., Hosoda, T., Muramoto, Y., and Rahman, M. M. (1997). ‘‘Development of the numerical model to forecast the channel processes with bank erosion.’’ Proc., 4th Japan-Chinese (Taipei) Joint Seminar on Natural Hazard Mitigation, 167–176.
15. Odgaard, A. J. (1989). ‘‘River-meander model. I: Development.’’ J. Hydr. Engrg., ASCE, 115(11), 1433–1450.
16. Rastogi, A. K., and Rodi, W. (1987). ‘‘Predictions of heat and mass transfer in open channels.’’ J. Hydr. Engrg., ASCE, 104(3), 397–420.
17. Rozovskii, I. L. (1961). Flow of water in bends of open channels. The Israel Program for Scientific Translations, Jerusalem.
18. Shimizu, Y., Yamaguchi, H., and Itakura, T. (1990). ‘‘Three-dimensional computations of flow and bed deformation.’’ J. Hydr. Engrg., ASCE, 116(9), 1090–1108.
19. Shukhry, A. (1949). ‘‘Flow around bends in an open flume.’’ J. Hydr. Div., ASCE, 75, 713.
20. Sinha, S. K., Sotiropoulos, F., and Odgaard, A. J. (1998). ‘‘Three-dimensional numerical model for flow through natural rivers.’’ J. Hydr. Engrg., ASCE, 124(1), 13–24.
21. Thompson, J. (1876). ‘‘On the origin and winding of rivers in alluvial plains, with remarks on flow around bends in pipes.’’ Proc., Royal Soc., London, 25, 5.
22. Yeh, K. C., and Kennedy, J. F. (1993). ‘‘Moment model of nonuniform channel-bend flow. I: Fixed beds.’’ J. Hydr. Engrg., ASCE, 119(7), 776–795.
23. Yen, B. C. (1965). ‘‘Characteristics of subcritical flow in a meandering channel,’’ PhD thesis, University of Iowa, Iowa City, Iowa.
24. Yen, C. L., and Ho, S. Y. (1990). ‘‘Bed evolution of channel bends.’’ J. Hydr. Engrg., ASCE, 116(4), 544–562.
25. Zimmermann, C., and Kennedy, J. F. (1978). ‘‘Transverse bed slopes in curved alluvial stream.’’ J. Hydr. Div., ASCE, 104(1), 33–48.