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May 6, 2013
Chapter 8

River Meandering and Channel Stability

Publication: Sedimentation Engineering: Processes, Measurements, Modeling, and Practice
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REFERENCES

Abad, J. D., and Garcia, M. H. (2004). “Conceptual and mathematical model for evolution of meandering rivers in naturalization processes.” Proceedings of Joint Conference on Water Resources Engineering and Water Resources Planning and Management, EWRI/ASCE, June 27 July 1, Salt Lake City, Utah.
Abad, J. D., and Garcia, M. H. (2006). “RVR meander: A tool-box for re-meandering of channelized streams.” Computers & Geosciences, 32, 92–101.
Allen, J. R. L. (1977). “Changeable rivers: Some aspects of their mechanics and sedimentation.” River channel changes, Gregory K.J., ed., Wiley, New York, 15–45.
Allen, J. R. L. (1978). “L. van Bendegom: A neglected innovation in meander studies.” Fluvial sedimentology, Miall A.D., ed., Memoir No. 5, Canadian Society of Petroleum Geologists, Calgary, Alta., 199–209.
Allen, J. R. L. (1982). “Free meandering channels and lateral deposits.” Sedimentary structures: Their character and physical basis, Vol. 2, Elsevier Science, Amsterdam, New York, 53–100.
Allen, J. R. L. (1985). Principles of physical sedimentology. Cambridge University Press, Cambridge, U.K.
Apmann, R. P. (1972). “Flow processes in open channel bends.” Journal of the Hydraulics Division, American Society of Civil Engineers, 98, 795–809.
ASCE Task Committee on Hydraulics, Bank Mechanics, and Modelling of River Width Adjustments. (1998). “River width adjustments. I: Processes and mechanisms.” Journal of Hydraulic Engineering, 124(9), 881–902.
Bathurst, J. C., Thorne, C. R., and Hey, R. D., (1979). “Secondary flow and shear stress at river bends.” Journal of the Hydraulics Division, American Society of Civil Engineers, 105(HY10), 1277–1295.
Beck, S. (1984). “Mathematical modeling of meander interaction.” River meandering, Proceedings of the conference Rivers 1983, M. Elliott C., ed., ASCE, New York, 932–941.
Beck, S., Harrington, R. A., and Andres, D. D. (1983a). Lateral channel stability of the Pembina River near Rossington, Alberta, Alberta Research Council, Edmonton, Alta.
Beck, S., Melfi, D. A., and Yalamanchili, K. (1983b). “Later migration of the Genesee River, New York.” River meandering, Proceedings of the conference Rivers 1983, Elliott C.M., ed., ASCE, New York, 510–517.
Begin, Z. B., (1981). “Stream curvature and bank erosion: A model based on the momentum equation.” Journal of Geology, 89, 497–504.
Bergs, M. A. (1989). “Flow processes in a curved alluvial channel.” Ph.D. thesis, University of Iowa, Iowa City, Iowa.
Biedenharn, D. S., Elliot, C. M., and Watson, C. C. (1997). The WES stream investigation and streambank stabilization handbook. U.S. Army Corps of Engineers, Vicksburg, Miss.
Blanckaert, K. (2003). “Flow and turbulence in sharp open-channel bends.” Ph.D. diss., Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland.
Blanckaert, K., and Graf, W. H. (2001). “Mean flow and turbulence in open-channel bend.” Journal of Hydraulic Engineering, ASCE, 127(10), 835–847.
Blench, T. (1952). “Regime theory for self-formed sediment-bearing channels.” Transactions, ASCE, 117, 383–400.
Blondeaux, P., and Seminara, G. (1983). “Bed topography and instabilities in sinuous channels.” River meandering, Proceedings of the conference Rivers 1983, Elliott C.M., ed., ASCE, New York, 747–758.
Blondeaux, P., and Seminara, G. (1985). “A unified bar-bend theory of river meanders.” Journal of Fluid Mechanics, 157, 449–470.
Brice, J. C. (1973). “Meandering pattern of the White River in Indiana: An analysis.” Fluvial geomorphology, Morisawa M., ed., Allen & Unwin, London, 178–200.
Brice, J. C. (1974). “Evolution of meander loops.” Geological Society of America Bulletin, 85, 581–586.
Brice. J. C. (1982). “Stream channel stability assessment.” Rep. FHWA/RD-82/021, Federal Highway Administration, U.S. Department of Transportation, Washington, D.C.
Bridge, J. S. (1976). “Bed topography and grain size in open channel bends.” Sedimentology, 23, 407–414.
Bridge, J. S. (1977). “Flow, bed topography, grain size and sedimentary structure in open channel bends: A three-dimensional approach.” Earth Surface Processes, 2, 401–416.
Bridge, J. S. (1984). “Flow and sedimentary processes in river bends: Comparison of field observations and theory.” River meandering, Proceedings of the conference Rivers 1983, Elliott C. M., ed., ASCE, New York, 857–872.
Bridge, J. S. (1992). “A revised model for water flow, sediment transport, bed topography, and grain size sorting in natural river bends.” Water Resources Research, 28, 999–1013.
Bridge, J. S. (1993). “The interaction between channel geometry, water flow, sediment transport and deposition in braided rivers.” Braided rivers, Best J.L. and Bristow C.S., eds., Spec. Pub. 75, London Geological Society, 13–71.
Bridge, J. S., and Jarvis, J. (1976). “Flow and sedimentary processes in the meandering river South Esk, Glen Clova, Scotland.” Earth Surface Processes, 1, 303–336.
Bridge, J. S., and Jarvis, J. (1977). “Velocity profiles and bed shear stress over various bed configurations in a river bend.” Earth Surface Processes, 2, 281–294.
Bridge, J. S., and Jarvis, J. (1982). “The dynamics of a river bend: A study in flow and sedimentary processes.” Sedimentology, 29, 499–541.
Callander, R. A. (1969). “Instability and river channels.” Journal of Fluid Mechanics, 36, 465–480.
Callander, R. A. (1978). “River meandering.” Annual Review of Fluid Mechanics, 10, 129–158.
Carson, M. A., and Lapointe, M. F. (1983). “The inherent asymmetry of river meanders.” Journal of Geology, 91, 41–55.
Chabert, J., Remillieux, M., and Spitz, I. (1961). “Application de la circulation transversale à la correction des rivieres et à la protection des prises d’eau.” Proc. of the Ninth Convention, Int. Assoc. for Hydraulic Research, International Association for Hydraulic Research, Dubrounik, Yugoslavia, 1216–1223 (in French).
Chang, H. H. (1979). “Minimum stream power and river channel patterns.” Journal of Hydrology, 41, 303–327.
Chang, H. H. (1984). “Analysis of river meanders.” Journal of Hydraulic. Engineering, ASCE, 110(1), 37–50.
Chang, H. H. (1988a). Fluvial processes in river engineering, Wiley, New York.
Chang, H. H. (1988b). “On the cause of river meandering.” Proceedings of International Conference on River Regime, White W.R., ed., Wiley, New York, 83–94.
Charlton, F. W., Brown, P. M., and Benson, R. W., (1978). “The hydraulic geometry of some gravel rivers in Britain.” Rep. IT180, Hydraulic Research Station, Wallingford, England.
Cheng, G., and Shen, H. W. (1983). “River curvature-width ratio effect on shear stress.” River meandering, Proceedings of the conference Rivers 1983, Elliott C.M., ed., ASCE, New York, 687–699.
Chitale, S. V. (1973). “Theories and relationships of river channel patterns.” Journal of Hydrology, 19, 285–308.
Crosato, A. (1989). Meander migration prediction, Vol. 4, Excerpta, G.N.I., Libreria Progetto, Padova, Italy, 169–198.
Darby, S. E. (2002). “Numerical simulation of bank erosion and channel migration in meandering rivers.” Water Resources Research, 38(9), 1163.
Darby, S. E., and Delbono, I. (2002). “A model of equilibrium bed topography for meander bends with erodible banks.” Earth Surface Processes and Landforms, 27, 1057–1085.
DeVriend, H. J. (1977). “A mathematical model of steady flow in curved shallow channels.” Journal of Hydraulic Research, 15(1), 37–54.
DeVriend, H. J., and Geldof, H. J. (1983). “Main flow velocity in short and sharply curved river bends.” Communications of Hydraulics, Rep. 83-6, Dept. of Civ. Engrg., Delft University of Technology, Delft, The Netherlands.
Dietrich, W. E. (1987). “Mechanics of flow and sediment transport in river bends.” River channels: Environment and process, Richards K.S., ed., Blackwell Science, Oxford, U.K., 179–227.
Dietrich, W. E., and Smith, J. D. (1983). “Influence of the point bar on flow through curved channels.” Water Resources Research, 19(5), 1173–1192.
Dietrich, W. E., and Smith, J. D. (1984). “Bed load transport in a river meander.” Water Resources Research, 20, 1355–1380.
Dietrich, W. E., Smith, J. D., and Dunne, T. (1979). “Flow and sediment transport in a sand bedded meander.” Journal of Geology, 87, 305–314.
Dietrich, W. E., and Whiting, P. (1989). “Boundary shear stress and sediment transport in river meanders of sand and gravel.” River meandering, Ikeda S. and Parker G., eds., Water Resources Monograph 12, American Geophysical Union, Washington, D.C., 1–50.
Dort, W., Jr. (1978). “Channel migration investigation: Historic channel change maps.” Kansas City District, U.S. Army Corps of Engineers, 50.
Duan, J. G., Wang, S. Y., and Jia, Y. (2001). “The applications of the enhanced CCHE2D model to study the alluvial channel migration processes.” Journal of Hydraulic Research, 39(5).
Dury, G. H. (1966). The face of the earth, Penguin, Baltimore, 238.
Engelund, F. (1974). “Flow and bed topography in channel bends.” Journal of the Hydraulic Division, ASCE, 100, 1631–1648.
Engelund, F. (1975). “Instability of flow in a curved alluvial channel.” Journal of Fluid Mechanics, 72(1), 145–160.
Engelund, F., and Skovgaard, O. (1973). “On the origin of meandering and braiding in alluvial streams.” Journal of Fluid Mechanics, 57, 289–302.
Falcon, M. A., and Kennedy, J. F. (1983). “Flow in alluvial-river curves.” Journal of Fluid Mechanics, 133, 1–16.
Ferguson, R. I. (1973). “Regular meander path models.” Water Resources Research, 9, 1079–1086.
Ferguson, R. I. (1976). “Disturbed periodic model for river meanders.” Earth Surface Processes, 1, 337–347.
Ferguson, R. I. (1977). “Meander migration: Equilibrium and change.” River channel changes, Gregory K.J., ed., Wiley, New York, 235–263.
Ferguson, R. I., Parsons, D. R., Lane, S. N., and Hardy, R. J. (2003). “Flow in meander bends with recirculation at the inner bank.” Water Resources Research, 39(11).
Flokstra, C., Jagers, H. R. A., Wiersma, F. E., Mosselman, E., and Jongeling, T. H. G. (2003). “Numerical modeling of vanes and screens.” Technical rep. DC1-331-3, WL | Delft Hydraulics.
Fredsoe, J. (1978). “Meandering and braiding of rivers.” Journal of Fluid Mechanics, 84, 609–624.
Friedkin, J. F. (1945). “A laboratory study of the meandering of alluvial rivers.” Mississippi River Commission, Waterways Experiment Station, U.S. Army Corps of Engineers, 40.
Fukuoka, S., and Watanabe, A. (1989). “New bank protection methods against erosion in the river.” Proc. of the Japan-China Joint Seminar on Natural Hazard Mitigation, July 16–20, Kyoto, Japan, 439–448.
Furbish, D. J. (1988). “River-bed curvature and migration: How are they related?” Geology, 16, 752–755.
Furbish, D. J. (1991). “Spatial autoregressive structure in meander evolution.” Geological Society of America Bulletin, 103, 1576–1589.
Garcia, M. H., Bittner, L., and Nino, Y. (1994). “Mathematical modeling of meandering streams in Illinois: A tool for stream management and engineering.” Hydraulic Engineering Series No. 43, Department of Civil Engineering, University of Illinois at Urbana-Champaign.
Geldof, H. J., and deVriend, H. J. (1983). “Distribution of main flow velocity in alternating river bends.” Special Publication 6, International Association of Sedimentologists, U.K., 85–95.
Gottlieb, L. (1976). “Three-dimensional flow pattern and bed topography in meandering channels.” Series Paper 11, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark.
Hagerty, D. J. (1991a). “Piping/sapping erosion. I: Basic considerations.” Journal of Hydraulic Engineering, 117(8), 991–1008.
Hagerty, D. J. (1991b). “Piping/sapping erosion. II: Identification-diagnosis.” Journal of Hydraulic Engineering, 117(8), 1009–1025.
Hansen, E. (1967). “On the formation of meanders as a stability problem.” Basic Research Progress Rep. 13, Hydraul. Lab., Technical University of Denmark, 9–13.
Hasegawa, K. (1989). “Universal bank erosion coefficient for meandering rivers.” Journal of Hydraulic Engineering, 115(6), 744–765.
Henderson, F. M. (1963). “Stability of alluvial channels.” Transactions, ASCE, 128(I), 657.
Hey, R. D., and Rainbird, P. C. B., (1996). “Three-dimensional flow in straight and curved reaches.” Advances in fluvial dynamics and stratigraphy, Carling P.A. and Dawson M.R., eds., Chichester, U.K., Wiley, 33–66.
Hey, R. D., and Thorne, C. R., (1975). “Secondary flows in river channels.” Area (7), 191–195.
Hickin, E. J. (1974). “The development of meanders in natural river channels.” American Journal of Science, 274, 414–442.
Hickin, E. J., and Nanson, G. C. (1975). “The character of channel migration on the Beaton River, Northeast British Columbia, Canada.” Geological Society of America Bulletin, 86, 487–494.
Hodskinson, A., and Ferguson, R. I. (1998). “Numerical modeling of separated flow in river bends: Model testing and experimental investigation of geometric controls on the extent of flow separation at the concave bank.” Hydrological Processes, 12, 1323–1338.
Hooke, J. M. (1977). “The distribution and nature of changes in river channel patterns: The example of Devon.” River channel changes, Gregory K.J., ed., Wiley, New York, 265–280.
Hooke, J. M. (1980). “Magnitude and distribution of rates of river bank erosion.” Earth Surface Processes, 5, 143–157.
Hooke, J. M. (1984). “Meander behavior in relation to slope characteristics.” River meandering, Proceedings of the conference Rivers 1983, Elliott C.M., ed., ASCE, New York, 67–76.
Hooke, R. B. (1975). Distribution of sediment transport and shear stress in a meander bend. Journal of Geology, 83, 543–565.
Howard, A. D. (1983). “Simulation model of meandering.” River meandering, Proceedings of the conference Rivers 1983, Elliott C.M., ed., ASCE, New York, 952–963.
Howard, A. D. (1992). “Modeling channel migration and flood-plain sedimentation in meandering streams.” Lowland flood-plain rivers, Carling P.A. and Petts G.E., eds., Wiley, New York, 1–41.
Howard, A. D. (1996). “Modelling channel evolution and flood-plain morphology.” Floodplain processes, Anderson M.A., Walling D.E., and Bates P.D., eds., Wiley, Chichester, U.K., 15–62.
Howard, A. D., and Knutson, T. R. (1984). “Sufficient conditions for river meandering: A simulation approach.” Water Resources Research, 20, 1659–1667.
Ikeda, S. (1974). “On secondary flow and dynamic equilibrium of transverse bed profile in alluvial curved open channel.” Proceedings of the Japanese Society of Civil Engineers, 229, 55–65.
Ikeda, S. (1975). “On secondary flow and bed profile in alluvial curved open channel.” Proceedings, 16th Congress, IAHR, 2, 105–112.
Ikeda, S. (1989). “Sediment transport and sorting in bends.” River meandering, Ikeda S. and Parker G., eds., Water Resources Monograph 12, American Geophysical Union, Washington, D.C., 103–126.
Ikeda, S., and Nishimura, T. (1985). “Bed topography in bends of sand-silt rivers.” Journal of Hydraulic Engineering, ASCE, 111(11), 1397–1411.
Ikeda, S., Parker, G., and Sawai, K. (1981). “Bend theory of river meanders. I: Linear development.” Journal of Fluid Mechanics, 112, 363–377.
Ippen, A. T., and Drinker, P. A. (1962). “Boundary shear stresses in curved trapezoidal channels.” Journal of the Hydraulics Division, ASCE, 88(HY5), 143–179.
Jansen, P. Ph., van Bendegom, L., van den Berg, J., de Vries, M., and Zanen, A. (1979). Principles of river engineering, Pitman, London.
Johannesson, H. (1988). “Theory of river meanders.” Ph.D. thesis, University of Minnesota, Minneapolis.
Johannesson, H., and Parker, G. (1985). “Computer simulated migration of meandering rivers in Minnesota.” Project Rep. 242, St. Anthony Falls Hydraulic Laboratory, University of Minnesota.
Julien, P. Y., and Anthony, D. J. (2002). “Bed load motion and grain sorting in a meandering stream.” Journal of Hydraulic Research, 40(2), 125–133.
Kawai, S., and Julien, P. Y. (1996). “Point bar deposits in narrow sharp bends.” Journal of Hydraulic Research, 34(2), 205–218.
Kellerhals, R. (1967). “Stable channels with gravel-paved beds.” Journal of the Waterways and Harbors Division, ASCE, 93(1), 63–84.
Kennedy, R. G. (1895). “The prevention of silting in irrigation canals.” Proceedings, Institution of Civil Engineers, 119, 281–290.
Kikkawa, H., Ikeda, S., and Kitagawa, A. (1976). “Flow and bed topography in curved open channels.” Journal of the Hydraulics Division, ASCE, 102(9), 1317–1342.
Kinoshita, R. (1961). “Investigation of channel deformation in Ishikari River.” Report of the Bureau of Resources, Department of Science and Technology, Japan, 1–174.
Kinoshita, R., and Miwa, H. (1974). “River channel formation which prevents downstream translation of transverse bars.” ShinSabo, (94), 12–17 (in Japanese).
Kitanidis, P. K., and Kennedy, J. F. (1984). “Secondary current and river-meander formation.” Journal of Fluid Mechanics, 114, 217–229.
Konditerova, E. A., and Ivanov, I. V. (1969). “Pattern of variation of the length of freely meandering rivers.” Soviet Hydrology: Selected Papers, 4, 356–364.
Kondrat’yev, N. Ye. (1968). “Hydromorphological principles of computations of free meandering. 1: Signs and indices of free meandering.” Soviet Hydrology: Selected Papers, 4, 309–335.
Kulemina, N. M. (1973). “Some characteristics of the process of incomplete meandering of the channel of the upper Ob’ River.” Soviet Hydrology: Selected Papers, 6, 518–534.
Lacey, G. (1930). “Stable channels in alluvium.” Proceedings, Institution of Civil Engineers, 229, 259–292.
Lancaster, S. T., and Bras, R. L. (2002). “A simple model of river meandering and its comparison to natural channels.” Hydrological Processes, 16, 1–26.
Lane, E. W. (1957). “A study of the shape of channels formed by natural streams flowing in erodible material.” U.S. Army Engineer Division, Missouri River.
Langbein, W. B., and Leopold, L. B. (1966). “River meanders Theory of minimum variance.” Professional Paper 422-H, U.S. Geological Survey, Washington, D.C.
Langendoen, E. L. (2000). “CONCEPTS Conservational channel evolution and pollutant transport system.” Research Rep. 16, USDA-ARS National Sedimentation Laboratory, Oxford, Miss.
Lapointe, M. F., and Carson, M. A. (1986). “Migration patterns of an asymmetric meandering river: The Rouge River, Quebec.” Water Resources Research, 22, 731–743.
Lawler, D. M. (2005). “The importance of high-resolution monitoring in erosion and deposition dynamics studies: Examples from estuarine and fluvial systems.” Geomorphology, 64, 1–23.
Leopold, L. B., and Wolman, M. G. (1957). “River channel patterns Braided, meandering and Professional Paper 282B, U.S. Geological Survey, Washington, D.C.
Leopold, L. B., and Wolman, M. G. (1960). “River meanders.” Geological Society of America Bulletin, 71, 769–794.
Leopold, L. B., Wolman, M. G., and Miller, J. P. (1964). Fluvial processes in geomorphology. Freeman, San Francisco, London.
Lewin, J. (1976). “Initiation of bed forms and meanders in coarse-grained sediment.” Geological Society of America Bulletin, 87, 281–285.
Lewin, J. (1978). “Meander development and floodplain sedimentation: A case study from mid-Wales.” Geological Journal, 13, 25–36.
Lewin, J., and Brindle, B. J. (1977). “Confined meanders.” River channel changes, Gregory K.J., ed., Wiley, New York, 221–233.
Lewis, G. W., and Lewin, J. (1983). “Alluvial cut-offs in Wales and the Borderlands.” Modern and ancient fluvial, Blackwell Science, Oxford, U.K., 145–154.
MacDonald, T., Parker, G., and Leuthe, D. (1992). “Inventory and analysis of stream meander problems in Minnesota.” Project Report. St. Anthony Falls Hydraulic Laboratory, University of Minnesota.
Marelius, F. (2001). “Experimental investigation of vanes as means of beach protection.” Coastal Engineering, 42 (1), 1–16.
Marelius, F., and Sinha, S., (1998). “Experimental investigation of flow past submerged vanes.” Journal of Hydraulic Engineering, 124(5), 542–545.
Meakin, P., Sun, T., Jossang, T., and Schwarz, K. (1996). “A simulation model for meandering rivers and their associated sedimentary environments.” Physica A, 233, 606–618.
Millar, R. G. (2000). “Influence of bank vegetation on alluvial channel patterns.” Water Resources Research, 36(4), 1109–1118.
Mosselman, E. (1995). “A review of mathematical models of river planform changes.” Earth Surface and Landforms, 20, 661–670.
Mosselman E. (1998). “Morphological modeling of rivers with erodible banks.” Hydrological Processes, 12, 1357–1370.
Nagata, N., Hosoda, T., and Muramoto, Y. (2000). “Numerical analysis of river channel processes with bank erosion.” Journal of Hydraulic Engineering, 126(4), 243–252.
Nanson, G. C. (1980). “Point bar and floodplain formation of the meandering Beatton River, northeastern British Columbia, Canada.” Sedimentology, 27, 3–29.
Nanson, G. C., and Hickin, E. J. (1983). “Channel migration and incision on the Beatton River.” Journal of Hydraulic Engineering, ASCE, 109(3), 327–337.
Nanson, G. C., and Hickin, E. J. (1986). “A statistical analysis of bank erosion and channel migration in western Canada.” Geological Society of America Bulletin, 97, 497–504.
Nelson, J. M. (1988). “Mechanics of flow and sediment transport over nonuniform erodible beds.” Ph.D. thesis, University of Washington, Seattle.
Nelson, J. M., and Smith, J. D. (1989). “Flow in meandering channels with natural topography,” River meandering, Ikeda S. and Parker G., eds., Water Resources Monograph 12, American Geophysical Union, Washington, D.C., 69–102.
Odgaard, A. J. (1981). “Transverse bed slope in alluvial channel bends.” Journal of the Hydraulics Division, ASCE, 107(12), 1677–1694.
Odgaard, A. J. (1984). “Flow and bed topography in alluvial channel bend.” Journal of Hydraulic Engineering, ASCE, 110(4), 521–536.
Odgaard, A. J. (1986a). “Meander flow model. I: Development.” Journal of Hydraulic Engineering, ASCE, 112(12), 1117–1136.
Odgaard, A. J. (1986b). “Meander flow model. I: Applications.” Journal of Hydraulic Engineering, ASCE, 112(12), 1137–1150.
Odgaard, A. J. (1987). “Streambank erosion along two rivers in Iowa.” Water Resources Research, 23(7), 1225–1236.
Odgaard, A. J. (1989a). “River-meander model. I: Development.” Journal of Hydraulic Engineering, ASCE, 115(11), 1433–1450.
Odgaard, A. J. (1989b). “River-meander model. II: Applications.” Journal of Hydraulic Engineering, ASCE, 115(11), 1431–1464.
Odgaard, A. J., and Bergs, M. A. (1988). “Flow processes in a curved alluvial channel.” Water Resources Research, 24(1), 45–56.
Odgaard, A. J., and Kennedy, J. F. (1983). “River-bend bank protection by submerged vanes.” Journal of Hydraulic Engineering, ASCE, 109(8), 1161–1173.
Odgaard, A. J., and Mosconi, C. E. (1987). “Streambank protection by submerged vanes.” Journal of Hydraulic Engineering, ASCE, 113(4), 520–536.
Odgaard, A. J., and Spoljaric, A. (1986). “Sediment control by submerged vanes.” Journal of Hydraulic Engineering, ASCE, 112(12), 1164–1181.
Odgaard, A. J., and Wang, Y. (1991a). “Sediment management with submerged vanes. I: Theory.” Journal of Hydraulic Engineering, ASCE, 117(3), 267–283.
Odgaard, A. J., and Wang, Y. (1991b). “Sediment management with submerged vanes. II: Applications.” Journal of Hydraulic Engineering, ASCE, 117(3), 284–302.
Osman, A. M., and Thorne, C. R. (1988). “Riverbank stability analysis. I: Theory.” Journal of Hydraulic Engineering, ASCE, 114(2), 134–150.
Parker, G. (1976). “On the cause and characteristic scales of meandering and braiding in rivers.” Journal of Fluid Mechanics, 76, 457–480.
Parker, G. (1982). “Stability of the channel of the Minnesota River near the State Bridge 93, Minnesota.” Project Rep. 205, St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis.
Parker, G. (1983). “Theory of meander bend deformation.” River meandering, Proceedings of the conference Rivers 1983, Elliott C.M., ed., ASCE, New York, pp. 722–732.
Parker, G., and Andrews, E. D. (1985). “Sorting of bed load sediment by flow in meander bends.” Water Resources Research, 21(9), 1361–1373.
Parker, G., and Andrews, E. D. (1986). “On the time development of meander bends.” Journal of Fluid Mechanics, 162, 139–156.
Parker, G., and Johannesson, H. (1989). “Observations on several recent theories of resonance and over deepening in meandering channels.” River meandering, Ikeda S. and Parker G., eds., Water Resources Monograph No. 12, American Geophysical Union, Washington, D.C., 379–415.
Parker, G., Johannesson, H., Garcia, M., and Okabe, K. (1988). “Diagnostic study of the siltation problem at the Wilmarth Power Plant Cooling Water Intake on the Minnesota River.” Project Rep. 277, St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis.
Parker, G., Panayiotis, P., and Akiyama, J. (1983). “Meander bends of high amplitude.” Journal of the Hydraulics Division, ASCE, 109, 1323–1337.
Parker, G., Sawai, K., and Ikeda, S., (1982). “Theory of river meanders. 2: Nonlinear deformation of finite-amplitude bends.” Journal of Fluid Mechanics, 115, 303–314.
Petersen, M. S. (1986). River engineering, Prentice-Hall, Englewood Cliffs, N.J.
Pizzuto, J. E., and Meckelnburg, T. S. (1989). “Evaluation of a linear bank erosion equation.” Water Resources Research, 25, 1005–1013.
Pokrefke, T. J. (1993). “Demonstration erosion control project monitoring program.” Technical Rep. HL-93-3, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, TN.
Potapov, M. V. (1950). Sochineniya v trekh’ tomakh—I. Gos Izd. Sel’sko-khozyaistvennoi Lit., Moscow (in Russian).
Potapov, M. V. (1951). “Sochineniya v trekh tomakh II.” Gos. Izd. Sel’sko-khozyaistvennoi Lit., Moscow, the Soviet Union (in Russian).
Potapov, M. V., and Pyshkin, B. A. (1947). Metod poperechnoy tsirkulyatsii. I: Ego primenenie v. gidrotekhnike. Izd. Ak. Nauk SSSR, Moscow, Leningrad (in Russian).
Richards, K. S. (1982). Rivers: Form and process in alluvial channels. Methuen, London.
Rozovskii, I. L. (1957). Flow of water in bends of open channels. Academy of Sciences of the Ukrainian SSR, Kiev, USSR (in Russian); English translation, Israel Program for Scientific Translation, Jerusalem, Israel, 1961.
Schumm, S. A. (1963). “Sinuosity of alluvial rivers on the Great Plains.” Geological Society of America Bulletin, 74, 1089–1100.
Schumm, S. A. (1983). “River morphology and behavior: Problems of extrapolation.” River meandering, Proceedings of the conference Rivers 1983, Elliott C.M., ed., ASCE, New York, 16–29.
Schumm, S. A. (1985). “Patterns of alluvial rivers.” Annual Review of Earth and Planetary Science, 13, 5–27.
Schumm, S. A., and Khan, H. R. (1971).”Experimental study of channel patterns.” Nature, 233, 407–409.
Schumm, S. A., and Khan, H. R. (1972). “Variability of river patterns.” Nature Physical Science, 237, 75–76.
Seminara, G., and Tubino, M. (1989). “Alternate bars and meandering: Free, forced and mixed interactions.” River meandering, Ikeda S. and Parker G., eds., Water Resources Monograph No. 12, American Geophysical Union, Washington, D.C., 267–320.
Seminara, G., Zolezzi, G., Tubino, M., and Zardi, D. (2001). “Downstream and upstream influence in river meandering. 2: Planimetric development.” Journal of Fluid Mechanics, 438, 213–230.
Shimizu, Y., and Itakura, T. (1989). “Calculation of bed variation in alluvial channels.” Journal of Hydraulic Engineering, 115, 367–384.
Simons, D. B., and Sentürk, F. (1977). Sediment transport technology. Water Resources Publications, Fort Collins, Colo.
Sinha, S. K., and Marelius, F., (2000). “Analysis of flow past submerged vanes.” Journal of Hydraulic Research, 38(1), 65–72.
Smith, J. D., and McLean, S. R. (1984). “A model for flow in meandering streams.” Water Resources Research, 20, 1301–1315.
Stolum, H.-H. (1996). “River meandering as a self-organization process.” Science, 271(5256), 1710–1713.
Stolum, H.-H. (1997). “Fluctuations at the self-organized critical state.” Physical Review E, 56(6), 6710–6718.
Stolum, H.-H. (1998). “Planform geometry and dynamics of meandering rivers.” Geological Society of America Bulletin, 110(11), 1485–1498.
Struiksma, N., Olesen, K. W., Flokstra, C., and DeVriend, H. J. (1985). “Bed deformation in curved alluvial channels.” Journal of Hydraulic Research, 23, 57–79.
Tao Sun, Meakin, P., and Jossang, T. (2001a). “Meander migration and the lateral tilting of floodplains.” Water Resources Research, 37(5), 1485–1502.
Tao Sun, Meakin, P., and Jossang, T. (2001b). “A computer model for meandering rivers with multiple bed load sediment sizes. 1: Theory.” Water Resources Research, 37(8), 2227–2241.
Tao Sun, Meakin, P., and Jossang, T. (2001c). “A computer model for meandering rivers with multiple bed load sediment sizes. 2: Computer simulations.” Water Resources Research, 37(8), 2243–2258.
Tao Sun, Meakin, P., Jossang, T., and Schwarz, K. (1996). “A simulation model for meandering.” Water Resources Research, 32(9), 2937–2954.
Surkan, A. J., and van Kan, J. (1969). “Constrained random walk meander generation.” Water Resources Research, 5, 1343–1352.
Thakur, T. R., and Scheidegger, A. E. (1968). A test of the statistical theory of meander formation. Water Resources Research, 4, 317–329.
Thakur, T. R., and Scheidegger, A. E. (1970). Chain model of river meanders. Journal of Hydrology, 12, 25–47.
Thomson, J., (1876). “On the origin of windings of rivers in alluvial plains, with remarks on the flow of water round bends in pipes.” Proceedings of the Royal Society of London, 25, 5–8.
Thomson, J. (1879). “Flow round river bends.” Proceedings, Institute of Mechanical Engineers, 6, 456–460.
Thorne, C. R., et al. (1983). Measurements of bend flow hydraulics on the Fall River at low stage. WRFSL Rep. 83-9P, National Park Service, 107C Natural Resources, Colorado State University, Fort Collins, Colo.
Thorne, C. R., and Osman, A. M. (1988). “Riverbank stability analysis. II: applications.” Journal of Hydraulic Engineering, ASCE, 114(2), 151–172.
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, 316(6022), 746–747.
Tubino, M., and Seminara, G. (1990). “Free-forced interactions in developing meanders and suppression of free bars.” Journal of Fluid Mechanics, 214, 131–159.
U.S. Army Corps of Engineers. (2002). “Physical model test for bend way weir design criteria.” Technical Report ERDC/CHL TR-02-28, Coastal and Hydraulics Laboratory, Vicksburg, TN.
Van Bendegom, L. (1947). “Eenige beschouwingen ovrriviermorphologie en rivierverbetering.” De Ingenieur, 59(4),1–11.
Van Zwol, J. A. (2004). “Design aspects of submerged vanes.” M.Sc. thesis, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands.
Von Schelling, H. (1951). “Most frequent particle paths in a plane.” American Geophysical Union Transactions, 32, 222–226.
Wang, Y., Odgaard, A. J., Melville, B. W., and Jain, S. C. (1996). “Sediment control at water intakes.” Journal of Hydraulic Engineering, ASCE, 122(6), 353–356.
Whiting, P. J., and Dietrich, W. E. (1993a). “Experimental studies of bed topography and flow patterns in large-amplitude meanders 1: Observations.” Water Resources Research, 29(11).
Whiting, P. J., and Dietrich, W. E. (1993b). “Experimental studies of bed topography and flow patterns in large-amplitude meanders. 2: Mechanisms.” Water Resources Research, 29(11).
Whiting, P. J., and Dietrich, W. E. (1993c). “Experimental constraints on bar migration trough bends: Implications for meander wavelength selection.” Water Resources Research, 29(4).
Wolman, M. G., and Leopold, L. B. (1957). “River floodplains: Some observations on their formation.” Professional Paper 282-G, U.S. Geological Survey, Washington, D.C., 183–210.
Yang, C. T. (1971). “On river meanders.” Journal of Hydrology, 13, 231–253.
Yen, B. C. (1965). “Characteristics of subcritical flow in a meandering channel.” Technical paper, Institute of Hydraulic Research. The University of Iowa, Iowa City.
Yen, B. C. (1972). “Spiral motion of developed flow in wide curved open channels.” Sedimentation, Shen H.W., ed., Fort Collins, Colo., 22.
Yen, B. C. (1975). “Spiral motion and erosion in meanders.” Proceedings of the 16th Congress, International Association for Hydraulic Research, 338–346.
Yen, C., and Yen, B. C. (1971). “Water surface configuration in channel bends.” Journal of Hydraulics Division, ASCE, 97, 303–321.
Yen, C-L. (1970). “Bed topography effect on flow in a meander.” Journal of the Hydraulics Division, ASCE, 96 (HY1), 57–73.
Yen, C-L., and Lee, K. T. (1995). Bed topography and sediment sorting in channel bend with unsteady flow. Journal of Hydraulic Engineering, vol. 121, No. 8.
Zeller, J. (1967). “Meandering channels in Switzerland.” International Association of Scientific Hydrology, Symp. On River Morphology, Bern, 75, 174–186.
Zimmermann, C., and Kennedy, J. F. (1978). “Transverse bed slopes in curved alluvial streams.” Journal of the Hydraulics Division, ASCE, 104(1), 33–48.
Zijlstra, R. (2003). “The morphological effect of bottom vanes.” M.Sc. thesis, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands.
Zolezzi, G., and Seminara, G. (2001). “Downstream and upstream influence in river meandering. 1: General theory and application to overdeepening.” Journal of Fluid Mechanics, 438, 183–211.

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