Simplified Model for Assessing Meander Bend Migration Rates

Journal of Hydraulic Engineering

Volumn 128, Issue 12, 2002, Pages 1094-1097

  Richardson, W Roy ^a  

^a Philip Williams & Associates Ltd   (United States)

Author keywords

Bends; hydraulic; Hydraulic models; Oregon; Rivers

Indexed keywords

HYDRAULIC MODELS; RESTORATION; SEDIMENT TRANSPORT; SHEAR STRESS; SYSTEM STABILITY; EROSION; MATHEMATICAL MODELS; RIVERS; SEDIMENTS;

BANK STABILITY; BEND; CONVERSION FACTOR; MEANDER BENDS; MIGRATION RATES; ONE-DIMENSIONAL; OREGON; OUTPUT DATA; RIVER SYSTEMS; SIMPLE++;

RIVERS; HYDRAULICS;

MIGRATION RATES;

BEND; MATHEMATICAL MODELING; MEANDERING FLOW; RIVER;

EID: 0036923933     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2002)128:12(1094)     Document Type: Article

References (19)

1. Bridge, J. S. (1977). ‘‘Flow, bed topography, grain size and sedimentary structure in open-channel bends: A three-dimensional model.’’ Earth Surf. Processes, 2, 401–416.
2. Brown, C. B. (1950). ‘‘Sediment transportation.’’ Engineering Hydraulics, H. Rouse, ed, Wiley, New York, 769–857.
3. Coulton, K. G., Richardson, W. R., Juza, B., Perala, N. C., Stern, M., Heagerty, D., and Smith, S. (2000). ‘‘Lower Williamson River and Delta Floodplains restoration planning and design.’’ Proc., Int. Conf. on Riparian Ecology and Management in Multi-Land Use Watersheds, American Water Resources Association, 375–380.
4. Danish Hydraulic Institute (DHI) Software. (2000). A modelling system for rivers and channels, reference manual, DHI Water & Environment, Denmark.
5. Darby, S. E. (1998). ‘‘Modeling width adjustment in straight alluvial channels.’’ Hydrolog. Process., 12, 1299–1321.
6. Darby, S. E., and Thorne, C. R. (1996). ‘‘Development and testing of riverbank stability analysis.’’ J. Hydraul. Eng., 122(8), 443–454.
7. Graham Matthews & Associates (GMA). (1999). ‘‘Sediment transport measurements on the Lower Williamson River.’’ Tech. Rep., Oregon Field Office of the Nature Conservancy.
8. Herschel, C. (1897). ‘‘On the origin of the Chézy formula.’’ J. Associat. of Eng. Soc., 18, 363–368.
9. Hydrologic Engineering Center. (2001). HEC-RAS, river analysis system user’s manual, version 3.0, U.S. Army Corps of Engineers, Davis, Calif.
10. Lapointe, M. F., and Carson, M. A. (1986). ‘‘Migration patterns of an asymmetric meandering river: The Rogue River, Quebec.’’ Water Re-sour. Res., 22(5), 731–743.
11. Leopold, L. B. (1996). A view of the river, Harvard University Press, Cambridge, Mass.
12. Odgaard, A. J. (1986). ‘‘Meander flow model. II: Applications.’’ J. Hydraul. Eng., 112(12), 1137–1150.
13. Osman, A. M., and Thorne, C. R. (1988). ‘‘Riverbank stability analysis I: Theory.’’ J. Hydraul. Eng., 114(2), 134–150.
14. Rubey, W. (1993). ‘‘Settling velocities of gravel, sand and silt particles.’’ Am. J. Sci., 25(148), 325–338.
15. Simon, A., and Collison, A. J. C. (2002). ‘‘Quantifying the mechanical and hydrologic effects of riparian vegetation on streambank stability.’’ Earth Surf. Processes Landforms, 27(5), 527–546.
16. Thorne, C. R. (1982). ‘‘Processes and mechanisms of bank erosion.’’ Gravel bed rivers, R. D. Hey, J. C. Bathurst, and C. R. Thorne, eds, Wiley, Chichester, 227–259.
17. Thorne, C. R., and Abt, S. R. (1990). Estimation of velocity and shear stresses at the outer bank in river bends. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
18. Thorne, C. R., Abt, S. R., and Maynord, S. T. (1995). ‘‘Prediction of near-bank velocity and scour depth in meander bends for design of riprap revetments.’’ River, coastal and shoreline protection, erosion control using riprap and armourstone, C. R. Thorne, S. R. Abt, F. B. J. Barends, S. T. Maynord, and K. W. Pilarczyk, eds., Wiley, Chichester, 115–136.
19. U.S. Army Corps of Engineers (USCoE). (1981). ‘‘The stream bank erosion control evaluation and demonstration act of 1974, Section 32, Public Law 93-251. Appendix F—Yazoo River Basin demonstration projects.’’ Final Rep. to Congress, Office of the Chief of Engineers, Washington, D.C.