Meander flow model. II: Applications

Journal of Hydraulic Engineering

Volumn 112, Issue 12, 1986, Pages 1137-1150

  Odgaard, A Jacob ^a  

^a UNIVERSITY OF IOWA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

FLOW OF WATER - SEDIMENT TRANSPORT; SOILS - EROSION; STREAM FLOW - ANALYSIS;

MEANDER FLOW; RIVER HYDRAULICS;

RIVERS;

BANK EROSION;

EID: 0022926229     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1986)112:12(1137)     Document Type: Article

References (10)

1. Chang, H. H. (1984). "Analysis of river meanders," J. Hydraul. Engrg., ASCE, 110(1), 37-50.
2. Dietrich, W. E., and Smith, J. D. (1984). "Bed load transport in a river meander." Water Resources Res., 20(10), 1355-1380.
3. Dietrich, W. E., and Smith, J. D. (1983). "Influence of the point bar on flow through curved channels." Water Resources Res., 19(5), 1173-1192.
4. Ikeda, S., Parker, G., and Sawai, K. (1981). "Bend theory of river meanders. Part I. Linear development." J. Fluid Mech., Ill, 363-377.
5. Jansen, P. P., Bendegom, L., van Berg, J. van den, Vries, M., and Zanen, A., Eds. (1979). Principles of river engineering. Pitman Publishing Ltd., London, England.
6. Langbein, W. B., and Leopold, L. B. (1966). "River meanders-Theory of minimum variance." U.S. Geological Survey Professional Paver 422-H, Washington, D.C.
7. Odgaard, A. J. (1986). "Meander flow model. I: Development." J. Hydraul. Engrg., ASCE, 112(12), 1117-1136.
8. Thome, C. R., Rais, S., Zevenbergen, L. W., Bradley, J. B., and Julien, P. Y. (1983). "Measurements of bend flow hydraulics on the Fall River at low stage." WRFSL Report No. 83-9P, Nat. Park Serv., 107C Natural Resources, Colorado St. Univ., Fort Collins, Colo.
9. U.S. Army Corps of Engineers. (1981). The Streambank Erosion Control Evaluation and Demonstration Act of 1974 Section 32, Public Law 93-251. Final report to Congress Waterways Experiment Station, Vicksburg, Miss.
10. Vanoni, V. A., Ed. (1976). "Sedimentation Engineering." Manual and Report on Engineering Practice No. 4, ASCE, New York, N.Y.