Maximum migration distance of meander channel in sand using hyperbolic function approach

Journal of Hydraulic Engineering

Volumn 135, Issue 8, 2009, Pages 629-639

  Yeh, Po Hung ^a   Park, Namgyu ^a   Chang, Kuang An ^a   Chen, Hamn Ching ^a   Briaud, Jean Louis ^a  

^a Texas AandM University   (United States)

Author keywords

Meandering streams; Open channel flow; River bank erosion; Rivers; Sand; Secondary flow

Indexed keywords

BANKLINES; BEND ANGLE; CENTERLINE; CHANNEL WIDTHS; FLOW PARAMETERS; FUNCTION MODELS; HYPERBOLIC FUNCTION APPROACH; HYPERBOLIC FUNCTIONS; LABORATORY EXPERIMENTS; LABORATORY TEST; MEANDERING CHANNEL; MEANDERING STREAMS; MIGRATION DISTANCE; MIGRATION RATES; RIVER BANK EROSION; THREE-DIMENSIONAL NUMERICAL MODELS;

BANKS (BODIES OF WATER); FLOW OF WATER; OPEN CHANNEL FLOW; SECONDARY FLOW; SET THEORY; WALL FLOW;

RIVERS;

CHANNEL MORPHOLOGY; ESTIMATION METHOD; GAUSSIAN METHOD; MEANDER; NUMERICAL MODEL; OPEN CHANNEL FLOW; RIVER FLOW; SECONDARY FLOW; THREE-DIMENSIONAL MODELING;

EID: 68049103244     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000050     Document Type: Article

References (26)

1. ASCE Task Committee on Preparation of Sedimentation Manual. (1993). "Closure to 'Sediment transportation mechanics: Initiation of motion.'" J. Hydr. Div. JYCEAJ0044-796X, 93, 5, 297-302.
2. Briaud, J.-L., Chen, H. C., Li, Y., Nurtjahyo, P., and Wang, J. (2005). "SRICOS-EFA method for contraction scour in fine-grained soils." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 131(10), 1283-1294. 10.1061/(ASCE)1090-0241(2005)131:10(1283)
3. Briaud, J.-L., Ting, F. C. K., Chen, H. C., Gudavalli, R., Perugu, S., and Wei, G. (1999). "SRICOS: Prediction of scour rate in cohesive soils at bridge piers." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 125(4), 237-246. 10.1061/(ASCE)1090-0241(1999)125:4(237)
4. Brice, J. C. (1982). Stream Channel Stability Assessment, Rep. No. FHwA/ RD-82/021, Federal Highway Administration, U.S. Dept. of Transportation, Washington, D.C.
5. Chang, H. H. (1988). Fluvial processes in river engineering, Wiley, New York.
6. Chen, H. C. (2002). "Numerical simulation of scour around complex piers in cohesive soil." Proc. 1st Int. Conf. Scour of Foundations, College Station, Tex., 14-33.
7. Chen, H. C., Jang, Y. J., and Han, J. C. (2000). "Assessment of a near-wall second-moment closure for rotating multiple-pass cooling channels." J. Thermophys. Heat Transfer JTHTEO0887-8722, 14(2), 201-209. 10.2514/2.6509
8. Corps of Engineers. (1970). "Hydraulic design of flood control channels." EM 1110-2-1601, Dept. of Army, Washington, D.C.Corps of Engineers. (1970). "Hydraulic design of flood control channels." EM 1110-2-1601, Dept. of Army, Washington, D.C.
9. Darby, S. E., Alabyan, A. M., and de Wiel, M. J. V. (2002). "Numerical simulation of bank erosion and channel migration in meandering rivers." Water Resour. Res.WRERAQ0043-1397, 38(9), Paper No. 1163.10.1029/2001WR000602
10. Duan, J. G. (2005). "Analytical approach to calculate rate of bank erosion." J. Hydraul. Eng.JHEND80733-9429, 131(11), 908-990.10.1061/ (ASCE)0733-9429(2005)131:11(980)
11. Duan, J. G., and Julien, P. (2005). "Numerical simulation of the inception of meandering channel." Earth Surf. Processes Landforms ESPLDB0197-9337, 30, 1093-1110. 10.1002/esp.1264
12. Friedkin, J. F. (1945). A laboratory study of the meandering of alluvial rivers. War Dept. Corps of Engineers, U.S. Army Mississippi River Commission, U.S. Waterways Experimental Station, Vicksburg, Miss.
13. Hickin, E. J. (1974). "The development of meanders in natural river-channels." Am. J. Sci. AJSCAP0002-9599, 274(4), 414-442.
14. Hickin, E. J., and Nanson, G. C. (1975). "The character of channel migration on the Beatton River, northeast British Columbia, Canada." Geol. Soc. Am. Bull.BUGMAF0016-7606, 86(4), 487-494.10.1130/0016-7606(1975)86<487:TCOCMO>2.0.CO;2
15. Hooke, J. M. (1980). "Magnitude and distribution of rates of river bank erosion." Earth Surf. Processes ESPRDT0360-1269, 5, 143-157. 10.1002/esp.3760050205
16. Ikeda, S., Parker, G., and Sawai, K. (1981). "Bend theory of river meanders. Part I: Linear development." J. Fluid Mech. JFLSA70022-1120, 112, 363-377. 10.1017/S0022112081000451
17. Johannesson, H., and Parker, G. (1989). "Linear theory of river meanders." River Meandering, Water Resour. Monogr. Ser., 12, 181-214.
18. Munson, B. R., Young, D. F., and Okiishi, T. H. (2006). Fundamentals of fluid mechanics, 5th Ed., Wiley, New York, 563.
19. Nagata, N., Hosoda, T., and Muramoto, Y. (2000). "Numerical analysis of river channel processes with bank erosion." J. Hydraul. Eng. JHEND80733-9429, 126, 243-252. 10.1061/ (ASCE)0733-9429(2000)126:4(243)
20. Nakagawa, H., Tsujimoto, T., and Murakami, S. (1986). "Non-equilibrium bed load transport along side slope of an alluvial stream." Proc., 3rd Int. Symp. on River Sedimentation, Univ. of Mississippi, Miss., 885-893.
21. Odgaard, A. J. (1986). "Meander flow model. I: Development." J. Hydraul. Eng. JHEND80733-9429, 112(12), 1117-1136. 10.1061/ (ASCE)0733-9429(1986)112:12(1117)
22. Odgaard, A. J. (1987). "Streambank erosion along two rivers in Iowa." Water Resour. Res.WRERAQ0043-1397, 23(7), 1225-1236.10.1029/ WR023i007p01225
23. Osman, A. M., and Thorne, C. R. (1988). "Riverbank stability analysis. I: Theory." J. Hydraul. Eng. JHEND80733-9429, 114(2), 134-150. 10.1061/(ASCE)0733-9429(1988)114:2(134)
24. Parker, G., Sawai, K., and Ikeda, S. (1982). "Bend theory of river meanders. Part II. Nonlinear deformation of finite amplitude bends." J. Fluid Mech. JFLSA70022-1120, 115, 303-314. 10.1017/ S0022112082000767
25. Richardson, E. V., and Davis, S. M. (2001). Evaluating scour at bridges, FHWA/NHI-01/001/HEC-18, Federal Highway Administration, U.S. Dept. of Transportation, Washington, D.C.
26. Thorne, C. R., Zevenbergen, L. W., Pitlick, J. C., Rais, S., Bradley, J. B., and Julien, P. Y. (1985). "Direct measurements of secondary currents in a meandering sand-bed river." Nature (London) NATUAS0028-0836, 316, 6022 746-747. 10.1038/315746a0