TECHNICAL PAPERS
Jul 1, 1999

Secondary Flow Correction for Depth-Averaged Flow Calculations

Publication: Journal of Engineering Mechanics
Volume 125, Issue 7

Abstract

A secondary flow correction has been added to the depth-averaged computer program, RMA2. The program solves a transport equation for streamwise vorticity and converts it to accelerations due to secondary currents. The inclusion of these additional accelerations results in improved predictions of depth-averaged velocity. In particular, their effect is to reduce depth-averaged velocities on the inside of curves and increase them on the outside of curves. The bendway correction has been tested on experimental data from the Riprap Test Facility at the U.S. Army Engineer Waterways Experiment Station.

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References

1.
Abraham, D. D. ( 1991). “Analysis and verification of a three-dimensional hydrodynamic numerical model,” MS thesis, Dept. of Civ. Engrg., A&M University, College Station, Tex.
2.
Bernard, R. S. (1993). “STREMR: Numerical model for depth-averaged incompressible flow.” Tech. Rep. REMR-HY-11, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
3.
Bernard, R. S., and Schneider, M. L. (1992). “Depth-averaged numerical modeling for curved channels.” Tech. Rep. HL-92-9, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
4.
Chaudhry, M. H. (1993). Open channel flow. Prentice-Hall, Englewood Cliffs, N.J.
5.
De Vriend, H. J., and Struiksma, N. (1983). “Flow and bed deformation in river bends.” River Meandering, Proc., Conf. River '83, ASCE, 810–828.
6.
Engelund, F. (1974). “Flow and bed topography in channel bend.”J. Hydr. Div., ASCE, 100(11), 1631–1648.
7.
Falcon Ascanio, M. A. ( 1979). “Analysis of flow in alluvial channel bends,” PhD thesis, University of Iowa, Iowa City, Iowa.
8.
Flokstra, C. (1977). “The closure problem for depth-averaged two-dimensional flows.” Proc., 18th Congr. of the Int. Assn. for Hydr. Res., 247–256.
9.
Hicks, F. E., Jin, Y. C., and Steffler, P. M. (1990). “Flow near sloped bank in curved channel.”J. Hydr. Engrg., ASCE, 116(1), 55–70.
10.
Jin, Y., and Steffler, P. M. (1993). “Predicting flow in curved open channels by depth-averaged method.”J. Hydr. Engrg., ASCE, 119(1), 109–124.
11.
Johannesson, H., and Parker, G. (1989a). “Secondary flow in mildly sinuous channel.”J. Hydr. Engrg., ASCE, 115(3), 289–308.
12.
Johannesson, H., and Parker, G. (1989b). “Velocity redistribution in meandering rivers.”J. Hydr. Engrg., ASCE, 115(8), 1019–1039.
13.
Kalkwijk, J. P. T., and De Vriend, H. J. (1980). “Computation of flow in shallow river beds.”J. Hydr. Res., 18(4), 327–342.
14.
Kikkawa, J., Ikeda, S., and Kitagawa, A. (1976). “Flow and bed topography in curved open channels,”J. Hydr. Div., ASCE, 102(9), 1327–1342.
15.
Maynord, S. T. (1996). “Open-channel velocity prediction using STREMR model.” Tech. Rep. HL-96-5, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
16.
Norton, W. R., King, I. P., and Orlob, G. T. ( 1973). “A finite element model for lower granite reservoir.” prepared by Water Resources Engineers, Inc., Walnut Creek, Calif., for Walla Walla District, U.S. Army Corp of Engineers, Walla Walla, Wash.
17.
Odgaard, A. J. (1986a). “Meander flow model. I: Development.”J. Hydr. Engrg., ASCE, 112(12), 1117–1136.
18.
Odgaard, A. J. (1986b). “Meander flow model. II: Applications.”J. Hydr. Engrg., ASCE, 112(12), 1137–1150.
19.
Odgaard, A. J. (1989). “River-meander model. I: Development.”J. Hydr. Engrg., ASCE, 115(11), 1422–1450.
20.
Roberson, J. A., and Crowe, C. T. (1997). Engineering fluid mechanics, 6th Ed., Wiley, New York.
21.
Roig, L. C. ( 1994). “Hydrodynamic modeling of flows in tidal wetlands,” PhD thesis, Dept. of Civ. and Envir. Engrg., University of California, Davis, Calif.
22.
Schlichting, H. (1979). Boundary-layer theory, 7th Ed., McGraw-Hill, New York.
23.
Yen, C. L., and Ho, S. Y. (1990). “Bed evolution in channel bends. J. Hydr. Engrg., ASCE, 116(4), 544–562.
24.
Zimmermann, C., and Kennedy, J. F. (1978). “Transverse bed slopes in curved alluvial streams.”J. Hydr. Div., 104(1), 33–48.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 7July 1999
Pages: 848 - 863

History

Published online: Jul 1, 1999
Published in print: Jul 1999

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Authors

Affiliations

Assoc. Prof., Dept. of Civ. Engrg., Univ. of Idaho, Moscow, ID 83844-1022.
Mathematician, Hydr. Lab., U.S. Army Engr. Waterways Experiment Station, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199.
Res. Hydraulic Engr., Hydr. Lab., U.S. Army Engr. Waterways Experiment Station, 3909 Halls Ferry Rd., Vicksburg, MS.
Res. Hydraulic Engr., Hydr. Lab., U.S. Army Engr. Waterways Experiment Station, 3909 Halls Ferry Rd., Vicksburg, MS.

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