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May 6, 2013
Chapter 7

Streambank Erosion and River Width Adjustment

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

Jose Rodriguez helped with the completion of this chapter by updation some of the references.
Abam, T. K. (1993). “Factors affecting distribution of instability of river banks in the Niger delta.” Engineering Geology, 35, 123–133.
Abril, B. (1995). “Numerical modeling of turbulent flow in compound channels by the finite element method.” Hydra 2000, Proc., 26th IAHR Congress International Association for Hydraulic Research,London.
Abt, S. R. (1980). “Scour at culvert outlet in cohesive bed materials.” PhD thesis, Department of Civil Engineering, Colorado State University, Fort Collins, Colo.
Ackers, P. (1992). “1992 Gerald Lacey memorial lecture Canal and river regime in theory and practice: 1929–92.” Proc., Inst. Civ. Engrs. Wat., Marit. and Energy, Institution of Civil Engineers, London, 167–178.
Ackers, P. (1993). “Stage-discharge functions for two-stage channels: The impact of new research.” Journal of the Institution of Water and Environmental Management, 7(1), 52–61.
Ackers, P., and White, W. R. (1973). “Sediment transport: New approach and analysis.” Journal of the Hydraulic Division, ASCE, 99(11), 2041–2060.
Alam, Z. U., and Kennedy, J. F. (1969). “Fraction factors for flat bed flows in sand bed channels.” Journal of the Hydraulics Division, ASCE, 95(4), 1973–1992.
Alonso, C. V., Borah, D. K., and Prasad, S. N. (1981). “Numerical model for routing graded sediments in alluvial streams.” Appendix J, Rep. Prepared for the U.S. Army Corps of Engrs., Vicksburg District, USDA Sedimentation Lab., Oxford, Miss.
Alonso, C. V., and Combs, S. T. (1986). “Channel width adjustment in straight alluvial streams.” Proc., 4th Fed. Interagency Sedimentation Conf., U.S. Government Printing Office, Washington, D.C., 5-31–5-40.
Amarasinghe, I. (1992). “Effects of root reinforcement on soil strength and bank stability.” PhD thesis, Open University, Milton Keynes, U.K.
Andrews, E. D. (1986). “Downstream effects of Flaming Gorge Reservoir on the Green River, Colorado and Utah.” Geological Society of America Bulletin, 97, 1012–1023.
Annadale, G. W., and Parkhill, D. L. (1995). “Stream ban erosion: Application of the erodibility index model.” Proc., 1st Int. Conf. on Water Resour. Engrg., ASCE, New York, N.Y., 2, 1570–1574.
Ariathurai, R., and Arulanandan, K. (1978). “Erosion rates of cohesive soils.” Journal of the Hydraulic Division, ASCE, 104(3), 279–283.
Ariathurai, R., and Krone, R. B. (1976). “Finite element model for cohesive sediment transport.” Journal of the Hydraulic Division, ASCE, 102(3), 323–338.
Arulanandan, K. (1975). “Fundamental aspects of erosion of cohesive soils.” Journal of the Hydraulics Division, ASCE, 101(5), 635–639.
Arulanandan, K., Gillogley, E., and Tully, R. (1980). “Development of a quantitative method to predict critical shear stress and rate of erosion of naturally undisturbed cohesive soils.” Rep. G1-80-5, U.S. Army Waterway Experiment Station, Vicksburg, Miss.
Arulanandan, K., Loganathan, P., and Krone, R. B. (1975). “Pore and eroding fluid influences on the surface erosion of a soil.” Journal of the Geotechnology Engineering Division, ASCE, 101(1), 51–66.
ASCE Task Committee on Erosion of Cohesive Sediments. (1968). “Erosion of cohesive sediments.” Journal of the Hydraulic Division, ASCE, 94(4), 1017–1050.
ASCE Task Committee on Friction Factors in Open Channels. (1963). “Friction factors in open channels.” Journal of the Hydraulic Division, ASCE, 89(2), 97–143.
ASCE Task Committee on Hydraulics, Bank Mechanics and Modeling of River Width Adjustment. (1998a). “River width adjustment. I: Processes and mechanisms.” Journal of Hydraulic Engineering, ASCE, 124(9): 881–902.
ASCE Task Committee on Hydraulics, Bank Mechanics and Modeling of River Width Adjustment. (1998b). “River width adjustment. II: Modeling.” Journal of Hydraulic Engineering, ASCE, 124(9), 903–917.
ASCE Task Committee on Turbulence Models in Hydraulic Computation. (1988). “Turbulence modeling of surface water flow and transport. Parts I–IV.” Journal of Hydraulic Engineering, ASCE, 114(9), 970–1073.
Ashworth, P. J., Bennett, S. J., Best, J. L., and McLelland, S. J. (1996). Coherent flow structures in open channels. Wiley, Chichester, U.K.
Bathurst, J. C., Thorne, C. R., and Hey, R. D. (1979). “Secondary flow and shear stress at river bends.” Journal of the Hydraulic Division, ASCE, 105(10), 1277–1295.
Best, J. L., and Bristow, C. S. (1993). “Braided rivers.” Geological Soc. of London Spec. Publ. No. 75.
Bettess, R., and White, W. R. (1987). “Extremal hypotheses applied to river regime.” Sediment transport in gravel-bed rivers, Thorne C.R., Bathurst J.C., and Hey R.D., eds., Wiley, Chichester, U.K., 767–791.
Biedenharn, D. S., and Thorne, C. R. (1994). “Magnitude-frequency analysis of sediment transport in the lower Mississippi River.” Regulated Rivers Research and Management, 9, 237–251.
Bishop, A. W. (1955). “The use of the slip circle in the stability analysis of slopes.” Géotechnique, 5, 7–17.
Bishop, A. W., and Morgenstern, N. R. (1960). “Stability coefficients for earth slopes.” Géotechnique, 19(3), 129–150.
Blench, T. (1969). Mobile-bed fluviology: A regime treatment of canals and rivers. University of Alberta Press, Edmonton, Alberta, Canada, 168.
Borah, D. K., Alonso, C. V., and Prasad, S. N. (1982). “Routing graded sediments in streams: Applications.” Journal of the Hydraulic Division, ASCE, 108, 1504–1517.
Borah, D. K., and Bordoloi, P. K. (1989). “Stream bank erosion and bed evolution model.” Sediment transport modeling, Wang S., ed., ASCE, New York, 612–619.
Borah, D. K., and Dashputre, M. S. (1994). “Field evaluation of the sediment transport model ‘STREAM’ with a bank erosion component.” Proc., Hydr. Engrg. ‘94, Cotroneo G.V. and Rumer R.R., eds., ASCE, New York, 979–983.
Bradford, M. J., and Piest, R. F. (1980). “Erosional development in valley-bottom gullies in the upper midwestern United States.” Thresholds in geomorphology, Coates D.R. and Vitak J.D., eds., Allen and Unwin, Boston, 75–101.
Brammer, H., Asaduzzaman, M., and Sultana, P. (1993). “Effects of climate and sea-level changes on the natural resources of Bangladesh, briefing document 3.” Bangladesh: Greenhouse effect and climate change, Bangladesh Unnayan Parishad, Dhaka, Bangladesh, 31.
Bray, D. I. (1982). “Regime equations for gravel-bed rivers.” Gravel-bed rivers: Fluvial processes, engineering and management, Hey R.D., Bathurst J.C., and Thorne C.R., eds., Wiley, Chichester, U.K., 517–552.
Breusers, H. N. C., and Raudkivi, A. J. (1991). “Scouring.” Hydr. Struct. Des. Manual No. 2, IAHR, Balkema, Rotterdam, The Netherlands.
Brice, H. (1982). “Stream channel stability assessment.” Rep. FHWA/RD/82/02, Ofc. of Res. and Development, Dept. of Transportation, Washington, D.C.
Brownlie, W. R. (1981a). “Prediction of flow depth and sediment discharge in open channels.” PhD dissertation, California Institute of Technology, Pasadena, Calif.
Brownlie, W. R. (1981b). “Prediction of flow depth and sediment discharge in open channels.” Rep. KH-R-43, W. M. Keck Lab. of Hydr. and Water Resour., Pasadena, California Institute of Technology, available at http://caltechkhr.library.caltech.edu/7/.
Brownlie, W. R. (1983). “Flow depth in sand-bed channels.” Journal of Hydraulic Engineering, ASCE, 109(7), 959–990.
Brunsden, D., and Kesel, R. H. (1973). “Slope development on a Mississippi bluff in historic time.” Journal of Geology, 81, 570–598.
Burkham, D. E. (1972). “Channel changes of the Gila River in Safford Valley, Arizona 1846–1970.” Professional Paper 655-G, U.S. Geological Survey, ASCE, Reston, Va., 24.
Burnet, A. W., and Schumm, S. A. (1983). “Alluvial river response to neotectonic deformation in Louisiana and Mississippi.” Science, 222, 49.
Carson, M. A., and Kirkby, M. J. (1972). Hillslope form and process. Cambridge University Press, Cambridge, U.K., 475.
Chang, H. H. (1980). “Geometry of gravel streams.” Journal of Hydraulic Engineering, ASCE, 106(9), 1443–1456.
Chang, H. H. (1988a). Fluvial processes in river engineering. Wiley-Interscience, New York, 429.
Chang, H. H. (1988b). “Introduction to FLUVIAL-12 mathematical model for erodible channels.” Twelve selected computer stream sedimentation models developed in the United States, Fan S., ed., Federal Energy Regulatory Commission, Washington, D.C.
Chiu, C. L., and Abidin, C. A. (1995). “Maximum and mean velocities and entropy in open channel flow.” Journal of Hydraulic Engineering, ASCE, 121(1), 26–35.
Chiu, C. L., and Hsiung, D. E. (1981). “Secondary flow, shear stress and sediment transport.” Journal of the Hydraulic Division, ASCE, 107(7), 879–898.
Chow, V. T. (1959). Open channel hydraulics. McGraw-Hill, London, 680.
Chow, V. T. (1973). Open-channel hydraulics. McGraw-Hill, Singapore.
Church, M., and Rood, R. (1983). “Catalogue of alluvial river channel regime data.” University of British Columbia, Vancouver, Canada.
Colosimo, C., Coppertino, V. A., and Veltri, M. (1988). “Friction factor evaluation in gravel-bed rivers.” Journal of Hydraulic Engineering, ASCE, 114(8), 861–876.
Costa, J. E. (1974). “Response and recovery of a piedmont watershed from tropical storm Agnes, June 1972.” Water Resources Research, 10, 106–112.
Cunge, J. A., Holly, F. M., and Verwey, A. (1980). Practical aspects of computational river hydraulics. Pitman, London, and Iowa State University Press, Ames, Iowa.
Darby, S. E., and Thorne, C. R. (1992). “Simulation of near bank aggradation and degradation for width adjustment modeling.” Proc., 2nd Int. Conf. on Hydraulic and Environmental Modeling of Coast, Estuarine and River Waters, Falconer R.A., Shiono K., and Matthews R.G.S., eds., Ashgate, Aldershot, U.K., 431–442.
Darby, S. E., and Thorne, C. R. (1996a). “Development and testing of a riverbank-stability analysis.” Journal of Hydraulic Engineering, ASCE, 122(8), 443–455.
Darby, S. E., and Thorne, C. R. (1996b). “Numerical simulation of widening and bed deformation of straight sand-bed rivers. I: Model development.” Journal of Hydraulic Engineering, ASCE, 122(4), 184–193.
Darby, S. E., and Thorne, C. R. (1996c). “Modeling the sensitivity of channel adjustments in destabilized sand-bed rivers.” Earth Surface Processes and Landforms, 21, 1109–1125.
Darby, S. E., Thorne, C. R., and Simon, A. (1996). “Numerical simulation of widening and bed deformation of straight sand-bed rivers. II: Model evaluation.” Journal of Hydraulic Engineering, ASCE, 122(4), 194–202.
Dietrich, W. E., and Smith, J. D. (1983). “Influence of the point bar on flow through curved channels.” Water Resources Research 19, 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., 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 No. 12, American Geophysical Union, Washington, D.C., 1–50.
Diplas, P. (1990). “Characteristics of self formed straight channels.” Journal of Hydraulic Engineering, ASCE, 116(5), 707–728.
Diplas, P., and Vigilar, G. G. (1992). “Hydraulic geometry of threshold channels.” Journal of Hydraulic Engineering, ASCE, 118(4), 597–614.
Downs, P. W., and Brookes, A. (1994). “Developing a standard geomorphological approach for the appraisal of river projects.” Integrated river basin development, Kirby C. and White W.R., eds., Wiley, Chichester, U.K., 299–310.
Einstein, H. A. (1950). “The bed-load function for sediment transportation in open channel flows.” Tech. Bull. 1026, Soil Conservation Service, U.S. Dept. of Agriculture, Washington, D.C.
Einstein, H. A., and Li, H. (1958). “Secondary currents in straight channels.” Transactions of the American Geophysical Union, 39, 1085–1088.
Engelund, F. (1964). “Flow resistance and hydraulic radius.” Acta Polytechnica Scandinavia, Civ. and Engrg. Series, Ci 24, 1–23.
Engelund, F. (1966). “Hydraulic resistance of alluvial streams.” Journal of the Hydraulic Division, ASCE, 92(2), 315–327.
Engelund, F., and Hansen, E. (1967). “A monograph on sediment transport in alluvial streams.” TekniskForlag, Copenhagen, Denmark.
Everitt, B. L. (1968). “Use of cottonwood in an investigation of the recent history of a floodplain.” American Journal of Science, 266, 417–439.
Fan, S., ed. (1988). Twelve selected computer stream sedimentation models developed in the United States. Federal Energy Regulatory Commission, Washington, D.C.
Ferguson, R. I. (1986). “Hydraulics and hydraulic geometry.” Progress in Physical Geography, 10, 1–31.
Flaxman, E. M. (1963). “Channel stability in undisturbed cohesive soils.” Journal of the Hydraulic Division, ASCE, 89(2), 87–96.
Fread, D. L. (1971). “Discussion on ‘Implicit flood routing in natural channels” by M. Amein and C. S. Fang.” Journal of the Hydraulic Division, ASCE, 97(7), 1156–1159.
Fread, D. L. (1974). “Numerical properties of implicit four-point finite difference equations of unsteady flow.” Tech. Memo. NWS Hydro-18, National Weather Service, NOAA, Washington, D.C.
Fredlund, D. G. (1987). Slope stability analysis using PC-slope. Geo-Slope Programming Ltd., Calgary, Alta., Canada.
Fredlund, D. G., and Krahn, J. (1977). “Comparison of slope stability methods of analysis.” Canadian Geotechnical Journal, 14, 429–439.
Fukuoka, S. (1993). “Flood control measures that utilize natural functions of rivers.” Proc., XXV Congr., Int. Assn. for Hydr. Res., International Association for Hydraulic Research, Madrid, 71–78.
Fukuoka, S. (1994). “Erosion processes of natural river bank.” Proc., 1st Int. Conf. on Flow Measurement, Vol. 2, 222–229.
Fukuoka, S., Kogure, Y., Sato, K., and Daito, M. (1993). “Erosion processes of river bank with strata.” Annual Journal of Hydraulic Engineering, 37, 643–648 (in Japanese).
Garde, R. J., and Ranga-Raju, K. G. (1977). Mechanics of sediment transportation and alluvial stream problems. Wiley Eastern, New Delhi, India.
Gardner, J. S. (1977). “Some geomorphic effects of a catastrophic flood in the Grand River, Ontario.” Canadian Journal of the Earth Sciences, 14, 2294–2300.
Glover, R. E., and Florey, Q. L. (1951). “Stable channel profiles.” Vol. 235, U.S. Bureau of Reclamation, Denver.
Gomez, B., and Church, M. (1989). “As assessment of bed load sediment transport formulae for gravel bed rivers.” Water Resources Research, 25(6), 1161–1186.
Graf, W. H. (1971). Hydraulics of sediment transport. McGraw-Hill, New York.
Graf, W. L. (1978). “Fluvial adjustments to the spread of tamarisk in the Colorado Plateau region.” Geological Society of America Bulletin, 89, 1491–1501.
Gray, D. H., and Leiser, A. T. (1982). Biotechnical slope protection and erosion control. Krieger, Malabar, Fla.
Griffiths, G. A. (1981). “Stable channels with mobile gravel beds.” Journal of Hydrology, 52, 291–305.
Grissinger, E. H. (1982). “Bank erosion of cohesive materials.” Gravel-bed rivers, Hey R. D., Bathurst J. C., and Thorne C. R., eds., Wiley, Chichester, U.K., 273–287.
Grissinger, E. H. (1966). “Resistance of selected clay systems to erosion by water.” Water Resources Research, 2(1), 131–138.
Grissinger, E. H., and Asmussen, L. E. (1963). “Channel stability in undisturbed cohesive soils.” Journal of the Hydraulic Division, ASCE, 89(6), 259–264.
Gupta, A., and Fox, H. (1974). “Effects of high-magnitude floods on channel form: A case study in Maryland Piedmont.” Water Resources Research, 10, 499–509.
Hadley, R. F. (1961). “Influence of riparian vegetation on channel shape, northeastern Arizona.” Professional Paper 424-C, U.S. Geological Survey, Reston, Va., C30–C31.
Hagerty, D. J. (1991). “Piping/sapping erosion. II: Identification-diagnosis.” Journal of Hydraulic Engineering, ASCE, 117(8), 1009–1025.
Hagerty, D. J., Spoor, M. F., and Parola, A. C. (1995). “Near bank impacts of river stage control.” Journal of Hydraulic Engineering, ASCE, 121(2), 196–207.
Hammer, T. R. (1972). “Stream channel enlargement due to urbanization.” Water Resources Research, 8, 1530–1540.
Harvey, M. D., and Watson, C. C. (1986). “Fluvial processes and morphological thresholds in incised channel restoration.” Water Resources Bulletin, 3(3), 359–368.
Harvey, M. D., and Watson, C. C. (1988). “Channel response to grade-control structures on Muddy Creek, Mississippi.” Regulated Rivers: Research and Management, 2, 79–92.
Harvey, M. D., Watson, C. C., and Schumm, S. A. (1985). “Gully erosion.” Rep., U.S. Bureau of Land Mgmt., Dept. of the Interior.
Hasegawa, K. (1989). “Universal bank erosion coefficient for meandering rivers.” Journal of Hydraulic Engineering, ASCE, 115(4), 744–765.
Hasegawa, K., and Mochizuki, A. (1987). “Erosion process of silt fine sand banks.” Proc., 31st Japanese Conf. on Hydr., 725–730 (in Japanese).
Hereford, R. (1984). “Climate and ephemeral-stream processes: Twentieth-century geomorphology and alluvial stratigraphy of the Little Colorado River, Arizona.” Geological Society of America Bulletin, 95, 654–668.
Hey, R. D. (1975). “Design discharge for natural channels.” Science, technology and environmental management, Hey R.D. and Davies T.D., eds., Saxon House, Farnborough, U.K., 73–88.
Hey, R. D., and Thorne, C. R. (1986). “Stable channels with mobile gravel beds.” Journal of Hydraulic Engineering, ASCE, 112(6), 671–689.
Higginson, N. N. J., and Johnston, H. T. (1988). “Estimation of friction factors in natural streams.” River regime, White W.R., ed., Wiley, Chichester, U.K., 251–266.
Hoey, T. B., and Ferguson, R. (1994). “Numerical simulation of downstream fining in gravel bed rivers: Model development and illustration.” Water Resources Research, 30(7), 2251–2260.
Wallingford. HR (1992). “Flood channel facility data.” Rep. No. 314, Vols. 1–15, HR Wallingford, Wallingford, U.K.
Huang, Y. H. (1983). Stability analysis of earth slopes, Van Nostrand Reinhold, New York.
Ikeda, S. (1981). “Self formed straight channel in sand beds.” Journal of the Hydraulic Division, ASCE, 108(1), 95–114.
Ikeda, S., and Izumi, N. (1990). “Width and depth of self-formed straight gravel rivers with bank vegetation.” Water Resources Research, 26(10), 2353–2364.
Ikeda, S., and Izumi, N. (1991). “Stable channel cross section of straight sand rivers.” Water Resources Research, 27(9), 2429–2438.
Ikeda, S., and Parker, G. (1989). “River meandering.” Water Resources Monograph No. 12, American Geophysical Union, Washington, D.C., 485.
Ikeda, S., Parker, G., and Kimura, Y. (1988). “Stable width and depth of straight gravel rivers with heterogeneous bank materials.” Water Resources Research, 24, 713–722.
Ikeda, S., Parker, G., and Sawai, K. (1981) “Bend theory of river meanders. Part 1. Linear development.” Journal of Fluid Mechanics, 112, 363–377.
Jackson, R. G. (1976a) “Depositional model of point bars in the lower Wabash River.” Journal of Sedimentary Petrology, 46, 574–594.
Jackson, R. G. (1976b). “Sedimentological and fluid-dynamic implications of the turbulent bursting phenomenon in geophysical flows.” Journal of Fluid Mechanics, ASCE, 77, 531–560.
Jacobson, R. B., and Coleman, D. J. (1986). “Stratigraphy and recent evolution of Maryland Piedmont floodplains.” American Journal of Science, 286, 617–637.
James, C. S., and Wark, J. B. (1994). “Conveyance estimation for meandering channels.” Rep. SR 329, HR Wallingford, Wallingford, U.K., 86.
Julien, P. Y., and Wargadalam, J. (1995). “Alluvial channel geometry: Theory and applications.” Journal of Hydraulic Engineering, ASCE, 121(4), 312–325.
Kamphuis, J. W., and Hall, K. R. (1983). “Cohesive material erosion by unidirectional current.” Journal of Hydraulic Engineering, ASCE, 109(1), 49–61.
Kandiah, A., and Arulanandan, K. (1974). “Hydraulic erosion of cohesive soils.” Transp. Res. Rec. No. 497, Transp. Res. Bd, National Research Council, Washington, D.C., 60–68.
Kellerhals, R., Church, M., and Bray, D. I. (1976). “Classification and analysis of river processes.” Journal of the Hydraulic Division, ASCE, 102, 813–829.
Kennedy, R. G. (1885). “The prevention of silting in irrigation canals.” Proceedings, Institute of Civil Engineers, 119, 281.
Keulegan, G. H. (1938). “Laws of turbulent flow in open channels.” Journal of Research of the National Bureau of Standards, Res. Paper 1151, 21(6), 707–741.
Khan, H. R. (1971). “Laboratory study of alluvial river morphology.” PhD dissertation, Colorado State University, Fort Collins, Colo.
Kirkby, M. J., and Morgan, R. P. C. (1980). Soil erosion. Wiley-Interscience, New York, 312.
Knight, D. W., Alhamid, A. A. I., and Yuen, K. W. H. (1992). “Boundary shear in differentially roughened trapezoidal channels.” Proc., Int. Conf. on Hydr. and Envir. Modeling of Coast., Estuarine and River Waters, Falconer R.A., ed., Ashgate, Aldershot, U.K., 419–428.
Knight, D. W., and Cao, S. (1994). “Boundary shear in the vicinity of river banks.” Proc., Hydr. Engrg. ‘94, Cotreano G.V. and Rumer R.R., eds., ASCE, New York, 954–958.
Knight, D. W., and Demetriou, J. D. (1983). “Flood plain and main channel flow interaction.” Journal of Hydraulic Engineering, ASCE, 109(8), 1073–1092.
Knight, D. W., Samuels, P. G., and Shiono, K. (1990). “River flow simulation: Research and developments.” Journal of the Institution of Water and Environmental Management, 4(2), 163–175.
Knight, D. W., and Sellin, R. H. J. (1987). “The SERC Flood Channel Facility.” Journal of the Institution of Water and Environmental Management, 1(2), 198–204.
Knight, D. W., and Shiono, K. (1990). “Turbulence measurements in a shear layer region of a compound channel.” Journal of Hydraulic Research, 28(2), 175–196.
Knight, D. W., and Shiono, K. (1995). “River channel and floodplain hydraulics.” Floodplain processes, Anderson M., Walling D., and Bates J., eds., Wiley, Chichester, U.K.
Knight, D. W., Shiono, K., and Pirt, J. (1989). “Prediction of depth mean velocity and discharge in natural rivers with over-bank flow.” Proc., Int. Conf. on Hydr. and Envir. Modeling of Coast., Estuarine and River Waters, Falconer R.A., ed., Gower Technical Press, Hampshire, U.K., 419–428.
Knight, D. W., and Yu, G. (1995). “A geometric model for self formed channels in uniform sand.” Hydra 2000, Proc., 26th IAHR Congr., Vol. 1, International Association of Hydraulic Research, Madrid, 345–359.
Knight, D. W., Yuen, K. W. H., and Alhamid, A. A. I. (1994). “Boundary shear stress distributions in open channel flow.” Mixing and transport in the environment, Beven K., Chatwin P., and Millbank J., eds., Wiley, Chichester, U.K., 51–87.
Knox, J. C. (1983). “Responses of river systems to Holocene climates.” Last quaternary environments of the United States, Wright H.E., ed., Univ. of Minnesota Press, Minneapolis, Minn., 26–41.
Kovacs, A. E. (1992). “Time development of straight self-formed channels in non-cohesive material.” PhD thesis, Univ. of Minnesota, Minneapolis.
Kovacs, A., and Parker, G. (1994). “A new vectorial bedload formulation and its application to the time evolution of straight river channels.” Journal of Fluid Mechanics, 267, 153–183.
Kranenburg, J. C., and Winterwerp, C. (1997). “Erosion of fluid mud layers. I: Entrainment model.” Journal of Hydraulic Engineering, ASCE, 123(6), 504–511.
Lacey, G. (1920). “Stable channels in alluvium.” Proceedings, Institute of Civil Engineers, 229, 259–292.
Lane, E. W. (1955). “Design of stable channels.” Transactions of the ASCE, 120, 1234–1260.
Laurenson, E. M. (1986). “Friction slope averaging.” Journal of Hydraulic Engineering, ASCE, 112(12), 1151–1163.
Lawler, D. M. (1986). “River bank erosion and the influence of frost: A statistical analysis.” Transactions of the Institute of British Geographers, NS11, 227–242.
Lawler, D. M. (1992). “Process dominance in bank erosion systems.” Lowland floodplain rivers: Geomorphological perspectives, Carling P.A. and Petts G.E., eds., Wiley, Chichester, U.K., 117–143.
Lawler, D. M. (1993a). “The measurement of river bank erosion and lateral channel change: A review.” Earth Surface Processes and Landforms, 18, 777–821.
Lawler, D. M. (1993b). “Needle ice processes and sediment mobilization on river banks: the River Ilston, West Glamorgan, U.K.” Journal of Hydrology, 150, 81–114.
Leopold, L. B. (1968). “Hydrology for urban land planning: A guidebook on the hydrologic effects of urban land use.” Circular 554, U.S. Geological Survey, Washington, D.C., 18.
Leopold, L. B., and Maddock, T., Jr. (1953). “The hydraulic geometry of stream channels and some physiographic implications.” Professional Paper 252, U.S. Geological Survey, 57.
Leopold, L. B., and Wolman, M. G. (1957). “River channel patterns Braided, meandering and straight.” Professional Paper 282B, U.S. Geological Survey, Reston, Va.
Leopold, L. B., Wolman, M. G., and Miller, J. P. (1964). Fluvial processes in geomorphology. Freeman, San Francisco, 522.
Li, L., and Wang, S. S. Y. (1993). “Numerical modeling of alluvial stream bank erosion.” Advances in hydro-science and engineering, Wang S.S.Y., ed., University of Mississippi, Oxford, Miss., 1, 2085–2090.
Li, L., and Wang, S. S. Y. (1994a). “Computational simulation of channel bank erosion and retreat.” Tech. Rep., CCHE, Univ. of Mississippi, Oxford, Miss.
Li, L., and Wang, S. S. Y. (1994b). “Numerical modeling of alluvial stream bank erosion.” Advances in hydro-science and engineering, Wang S.S.Y., ed., University of Mississippi, Oxford, Miss., 1, 2085–2090.
Liggett, J. A., Chiu, C. L., and Miao, L. S. (1965). “Secondary currents in a corner.” Journal of the Hydraulics Division, ASCE, 91(6), 99–117.
Lindley, E. S. (1919). “Regime channels.” Proc., Punjab Engrg. Congr., Vol. 7.
Little, W. C., Thorne, C. R., and Murphey, J. B. (1982). “Mass bank failure analysis of selected Yazoo basin streams.” Transactions, ASAE, 25(5), 1321–1328.
Lohnes, R., and Handy, R. L. (1968). “Slope angles in friable loess.” Journal of Geology, 76, 247–258.
Lundgren, H., and Jonsson, I. G. (1964). “Shear and velocity distribution in shallow channels.” Journal of the Hydraulics Division, ASCE, 90(1), 1–21.
Mackin, J. H. (1948). “Concept of the graded river.” Geological Society of America Bulletin, 59, 463–512.
Madej, M. A. (1977). “Changes of a stream channel in response to an increase in sediment load.” Geological Society of America Abstracts with Programs, 9, 1081.
Maynord, S. T. (1996). “Toe scour estimation in stabilized bend-ways.” Journal of Hydraulic Engineering, ASCE, 122(8), 460–464.
McBean, E., and Perkins, F. (1975). “Numerical errors in water profile computation.” Journal of the Hydraulics Division, ASCE, 101(11), 1389–1403.
Melling, A., and Whitelaw, J. H. (1976). “Turbulent flow in a rectangular duct.” Journal of Fluid Mechanics, 78(2), 289–315.
Meyer, L., and Rehme, K. (1994). “Large scale turbulence phenomena in compound rectangular channels.” Experimental Thermal and Fluid Science, 8, 286–304.
Meyer-Peter, E., and Muller, R. (1948). “Formulas for bed load transport.” Proc., 2nd Congr. of the Int. Assn. for Hydr. Res., 39–64.
Millar, R. G., and Quick, M. C. (1997). “Discussion of ‘Development and testing of a riverbank-stability analysis,’ by S. E. Darby, and C. R. Thorne.” Journal of Hydraulic Engineering, ASCE, 123(11), 1051.
Molinas, A., and Yang, C. T. (1986). Computer program user’s manual for GSTARS (generalized stream tube model for alluvial river simulation), U.S. Dept. Interior, Bureau of Reclamation, Engrg. and Res. Ctr., Denver.
Moody, J.A., Pizzuto, J. E., and Meade, R. H. (1999) “Ontogeny of a flood plain.” Geological Society of America Bulletin, 111: 291–303.
Morgenstern, N., and Price, V. E. (1965). “The analysis of the stability of general slip surfaces.” Géotechnique, 15, 79–93.
Mosselman, E. (1991). “Modeling of river morphology with nonorthogonal horizontal curvilinear coordinates.” Communications on Hydr. and Geotech. Engrg., No. 89-3, Delft Univ. of Technol., Delft, The Netherlands.
Mosselman, E. (1992). “Mathematical Modeling of Morphological Processes in Rivers with Erodible Cohesive Banks.” PhD thesis, Delft University of Technology, Delft, The Netherlands.
Murgertroyd, A. L., and Ternan, J. L. (1983). “The impact of afforestation on stream bank erosion and channel form.” Earth Surface Processes and Landforms, 8, 357–370.
Nadler, C. T., and Schumm, S. A. (1981). “Metamorphosis of South Platte and Arkansas Rivers, eastern Colorado.” Physical Geography, 2, 95–115.
Nagata, N., Hosoda, T., and Muramoto, Y. (2000). “Numerical analysis of river channel processes with bank erosion.” Journal of Hydraulic Engineering, 126: 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, 327–337.
Naot, D., and Rodi, W. (1982). “Calculation of secondary currents in channel flow.” Journal of the Hydraulics Division, ASCE, 108(8), 948–968.
Nece, R. E., and Smith, J. D. (1970). “Boundary shear stress in rivers and estuaries.” Journal of the Waterway, Harbor and Coast Division, ASCE, 96(2), 335–358.
Nelson, J. M., and Smith, J. D. (1989a). “Flow in meandering channels with natural topography.” Water Res. Monograph No. 12, American Geophysical Union, Washington, D.C., 69–102.
Nelson, J. M., and Smith, J. D., (1989b). “Evolution and stability of erodible channel beds.” Water Resources Monograph No. 12, American Geophysical Union, Washington, D.C., 321–378.
Nezu, I. (1993). “Turbulent structures and the related environment in various water flows.” Scientific research activities, Dept. of Civ. and Global Envir. Engrg., Kyoto Univ., Kyoto, Japan, 1–140.
Nezu, I., and Nakagawa, H. (1993). Turbulence in open-channel flow. IAHR Monograph, Balkema, Rotterdam, The Netherlands, 1–281.
Olesen, K. W. (1987). “Bed topography in shallow river bends.” Communications on Hydr. and Geotech. Engrg., No. 87-1, Delft Univ. of Technol., Delft, The Netherlands.
Osman, A. M. (1985). “Channel width response to changes in flow hydraulics and sediment load.” PhD thesis, Colorado State University, Fort Collins, Colo.
Osman, A. M., and Thorne, C. R. (1988). “Riverbank stability analysis. I: Theory.” Journal of Hydraulic Engineering, ASCE, 114, 134–150.
Osterkamp, W. R., and Costa, J. E. (1987). “Changes accompanying an extraordinary flood on a sand-bed stream.” Catastrophic flooding, Mayer L. and Nash D., eds., Allen and Unwin, Boston, 201–224.
Parchure, T. M., and Mehta, A. J. (1985). “Erosion of soft cohesive sediment deposits.” Journal of Hydraulic Engineering, ASCE, 111(10), 1308–1326.
Parker, G. (1978a). “Self-formed straight rivers with equilibrium banks and mobile bed. 1: The sand-silt river.” Journal of Fluid Mechanics, 89(1), 109–125.
Parker, G. (1978b) “Self-formed straight rivers with equilibrium banks and mobile bed: 2, The gravel river.” Journal of Fluid Mechanics, 89: 127–146.
Parker, G. (1979). “Hydraulic geometry of active gravel rivers.” Journal of the Hydraulics Division, ASCE, 105(9), 1185–1201.
Parker, G. (1983). “Discussion of ‘Lateral bed load transport on side slopes’ by S. Ikeda.” Journal of Hydraulic Engineering, ASCE, 109, 197–199.
Parker, G. (1995). “Gravel-bed channel instability.” Issues and directions in hydr: An Iowa Hydr. Colloquium in honor of Prof. John F. Kennedy, Ettema R. and Nakato I., eds., Iowa Inst. of Hydr. Res., Iowa City, Iowa.
Parker, G., Klingeman, P. C., and McLean, D. G. (1982). “Bedload and size distribution in paved gravel-bed streams.” Journal of the Hydraulics Division, ASCE, 108(4), 544–571.
Parker, G., and Kovacs, A. (1993). “MYNORCA: A Pascal program for implementing the Kovacs-Parker vectorial bedload transport relation on arbitrarily sloping beds.” Tech. Memo. No. M-233, St. Anthony Falls Hydr. Lab., Minneapolis.
Parola, A. C., and Hagerty, D. J. (1993). “Highway bridge failure due to foundation scour and instability.” Proc., 42nd Annu. Hwy. Geol. Symp., Fickies R.H., ed, Highway Geology Symposium, 151–168, available at http://www.highwaygeologysymposium.org/uploads/pastmeetings/hgs%2042.pdf.
Partheniades, E., and Passwell, R. E. (1970). “Erodibility of channels with cohesive boundaries.” Journal of the Hydraulics Division, ASCE, 96(3), 755–771.
Patton, P. C., and Schumm, S. A. (1975). “Gully erosion in northern Colorado: A threshold phenomenon.” Geology, 3, 88–90.
Peck, R. B., and Deere, D. U. (1958). “Stability of cuts in fine sands and varved clays.” Proceedings, American Railway Engineers’ Association, 59, 807–815.
Perkins, H. J. (1970). “The formation of streamwise vorticity in turbulent flow.” Journal of Fluid Mechanics, 44(4), 721–740.
Pizzuto, J. E. (1984) “Equilibrium bank geometry and the width of shallow sand-bed streams.” Earth Surface Processes and Landforms, 9, 199–207.
Pizzuto, J. E. (1990). “Numerical simulation of gravel river widening.” Water Resources Research, 26, 1971–1980.
Pizzuto, J. E. (1994). “Channel adjustments to changing discharges, Powder River, Montana.” Geological Society of America Bulletin, 106, 1494–1501.
Pizzuto, J. E., and Meckelnburg, T. S. (1989) “Evaluation of a linear bank erosion equation.” Water Resources Research, 25, 1005–1013.
Poulos, S. J., Castro, G., and France, J. W. (1985). “Liquefaction evaluation procedures.” Journal of Geotechnical Engineering, ASCE, 111(6), 772–792.
Rahuel, J. L., Holly, F. M., Belleudy, P. J., and Yang, G. (1989). “Modeling of riverbed evolution for bedload sediment mixtures.” Journal of Hydraulic Engineering, ASCE, 115, 1521–1542.
Raudkivi, A. J. (1995). “Fundamentals of sediment transport.” Issues and directions in hydr.: An Iowa Hydr. Colloquium in honor of Prof. John F. Kennedy, Ettema R. and Nakato I., eds., Iowa Inst. of Hydr. Res., Iowa City, Iowa, 1–9.
Rhodes, D. G., and Knight, D. W. (1994). “Distribution of shear force on boundary of smooth rectangular duct.” Journal of Hydraulic Engineering, 120(7), 787–807.
Richardson, E. V., Simons, D. B., and Julien, P. Y. (1990). “Highways in the river environment.” Rep. No. FHWA-HI-90-016, Dept. of Transp., Nat. Tech. Information Service, Springfield, Va.
Rinaldi, M., and Casagli, N. (1999) “Stability of streambanks formed in partially saturated soils and effects of negative pore water pressures: the Sieve River (Italy).” Geomorphology 26: 253–277.
Ritter, D. F. (1978). Process geomorphology. Wm. C. Brown, Dubuque, Iowa.
Rodi, W. (1980). Turbulence models and their application in hydraulics. Int. Assn. for Hydr. Res. (IAHR), Delft, The Netherlands, 1–104.
Samuels, P. G. (1989). “Backwater length in rivers.” Proceedings, Institute of Civil Engineers, Part 2, Research and theory, 87, 571–582.
Samuels, P. G. (1990). “Cross section location in 1-d models.” River flood hydraulics, White W.R., ed., Wiley, Chichester, U.K., 339–348.
Schumm, S. A. (1968). “River adjustment to altered hydrologic regime, Murrumbidgee River and paleochannels, Australia.” Professional Paper 598, U.S. Geological Survey, Reston, Va., 65.
Schumm, S. A., Harvey, M. D., and Watson, C. C. (1984). Incised channels: Morphology, dynamics, and control. Water Resources Publications, Littleton, Colo., 200.
Schumm, S. A., and Lichty, R. W. (1963). “Channel widening and floodplain construction along Cimmaron River in southwestern Kansas.” Professional Paper 598, U.S. Geological Survey, 65.
Schumm, S. A., and Lichty, R. W. (1965). “Time, space and causality, in geomorphology.” American Journal of Science, 263, 110–119.
Schumm, S. A., and Winkley, B. R. (1994). The variability of large alluvial rivers, ASCE, New York, 467.
Sellin, R. H. J., Ervine, D. A., and Willetts, B. B. (1993). “Behavior of meandering two-stage channels.” Proc., Instn. Civ. Engrs. Water Maritime and Energy, 101, 99–111.
Shaikh, A., Ruff, J. F., and Abt, S. R. (1988a). “Erosion rates of compacted montmorillonite soils.” Journal of Geotechnical Engineering, ASCE, 114(3), 296–305.
Shaikh, A., Ruff, J. F., Charlie, W. A., and Abt, S. R. (1988b). “Erosion rates of dispursive and non-dispursive clays.” Journal of Geotechnical Engineering, ASCE, 114(5), 589–600.
Shiono, K., and Knight, D. W. (1988). “Two dimensional analytical solution for a compound channel.” Proc., 3rd Int. Symp. on Refined Flow Modeling and Turbulence Measurements, 503–510.
Shiono, K., and Knight, D. W. (1990). “Mathematical models of flow in two or multi-stage straight channels.” River flood hydraulics, White W.R., ed., Wiley, Chichester, U.K., 229–238.
Shiono, K., and Knight, D. W. (1991). “Turbulent open channel flows with variable depth across the channel.” Journal of Fluid Mechanics, 222, 617–646.
Shiono, K., and Muto, Y. (1993). “Secondary flow structure for in-bank and over-bank flows in trapezoidal meandering compound channel.” Proc., 5th Int. Symp. on Refined Flow Modeling and Turbulence Measurements, 645–652.
Simon, A. (1989). “A model of channel response in disturbed alluvial channels.” Earth Surface Processes and Landforms, 14, 11–26.
Simon, A. (1992). “Energy, time, and channel evolution in catastrophically disturbed fluvial systems.” Geomorphology, 5, 345–372.
Simon, A., Curini, A., Darby, S. E., and Langendoen, E. J. (2000) “Bank and near-bank processes in an incised channel.” Geomorphology, 35: 193–217.
Simon, A., and Downs, P. W. (1995). “An interdisciplinary approach to evaluation of potential instability in alluvial channels.” Geomorphology, 12(3), 215–232.
Simon, A., and Hupp, C. R. (1992). “Geomorphic and vegetative recovery processes along modified stream channels of West Tennessee.” Open File Rep. No. 91-502, U.S. Geological Survey, Washington, D.C.
Simon, A., and Thorne, C. R. (1996). “Channel adjustment of an unstable coarse-grained stream: Opposing trends of boundary and critical shear stress, and the applicability of extremal hypotheses.” Earth Surface Processes and Landforms, 21, 155–180.
Simon, A., Wolfe, W. J., and Molinas, A. (1991). “Mass wasting algorithms in an alluvial channel model.” Proc., 5th Fed. Interagency Sedimentation Conf., U.S. Government Printing Office, Washington, D.C., 8-22–8-29.
Simons, D. B., and Albertson, M. (1963). “Uniform water conveyance channels in alluvial material.” Transactions of the ASCE, 128(1), 65–167.
Simons, D. B., and Senturk, F. (1992). Sediment transport technology. Water Resources Publications, Littleton, Colo., 919.
Smerdon, E. T., and Beasley, R. P. (1961). “Critical tractive forces in cohesive soils.” Agricultural Engineering, 42, 26–29.
Smith, D. G. (1976). “Effects of vegetation on lateral migration of anastomosed channels of a glacial meltwater.” Geological Society of America Bulletin, 87, 857–869.
Smith, J. D., and McLean, S. R. (1984) “A model for flow in meandering streams.” Water Resources Research, 20, 1301–1315.
Smith, N. D., and Smith, D. G. (1984). “William River: An outstanding example of channel widening and braiding caused by bed-load addition.” Geology, 12, 78–82.
Spencer, E. (1967). “A method of analysis of the stability of embankments assuming parallel inter-slice forces.” Géotechnique, 15, 11–26.
Springer, F. M., Jr., Ullrich, C. R., and Hagerty, D. J. (1985). “An analysis of streambank stability.” Journal of Geotechnical Engineering, ASCE, 111(5), 624–640.
Stevens, M. A., Simons, D. B., and Richardson, E. V. (1975). “Nonequilibrium river form.” Journal of the Hydraulics Division, ASCE, 101, 557–566.
Strickler, A. (1923). “Beitrage zur frage der geschwindigheits-formel und der rauhigkeitszahlen fur strome, kanale und geschlossene leitungen.” Mitteilungen des eidgenossicher amtes fur wasserwirtschaft, Bern, Switzerland, 16g (in German).
Struiksma, N., Olesen, K. W., Flokstra, C., and de Vriend, H. J. (1985). “Bed deformation in curved alluvial channels.” Journal of Hydraulic Research, 23, 57–79.
Sun, T., Meakin, P., Jossang, T., and Schwarz, K. (1996) “A simulation model for meandering rivers.” Water Resources Research, 32, 2937–2954.
Sundborg, A. (1956) “The River Klaralven, a study of fluvial processes.” Geographiska Annaler, 38, 127–316.
Talmon, A. M. (1992). “Bed topography of river bends with suspended sediment transport.” Communications on Hydr. and Geotech. Engrg., No. 92-5, Delft Univ. of Technol., Delft, The Netherlands.
Taylor, G., and Woodyer, K. D. (1978). “Bank deposition in suspended-load streams.” Fluvial sedimentology, Miall A.D., ed., Can. Soc. Petroleum Geologists, Calgary, Alta., Canada, 257–275.
Tehrani, M. M. (1992). “Spatial distribution and scaling of bursting events in boundary layer turbulence over smooth and rough surfaces.” PhD thesis, Dept. of Civ. and Envir. Engrg., University College, London.
Terzaghi, K., and Peck, R. B. (1967). Soil mechanics and engineering practice, Wiley, New York, 729.
Thomas, T. G., and Williams, J. J. R. (1995). “Large eddy simulation of turbulent flow in an asymmetric compound open channel.” Journal of Hydraulic Research, ASCE, 33(1), 27–41.
Thorne, C. R. (1982). “Processes and mechanisms of river bank erosion.” Gravel-bed rivers, Hey R.D., Bathurst J.C., and Thorne C.R., eds., Wiley, Chichester, U.K., 227–271.
Thorne, C. R. (1992). “Field assessment techniques for bank erosion modelling.” Final Rep., to U.S. Army Eur. Res. Ofc., Contract No. R&D 6560-EN-09, Dept. of Geography, Univ. of Nottingham, Nottingham, England.
Thorne, C. R., Amarasinghe, I., Gardiner, J. L., Gardiner, C., and Sellin, R. (1997). “Bank protection using vegetation with special reference to the use of willows.” Rep., Engrg. and Phys. Sci. Res. Council, Univ. of Nottingham, Nottingham, U.K., 85.
Thorne, C. R., Maynord, S. T., and Abt, S. R. (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, Thorne C.R., Abt S.R., Maynord S.T., Pilarcyzk K., and Barends F., eds., Wiley, Chichester, U.K., 115–136.
Thorne, C. R., Murphey, J. B., and Little, W. C. (1981a). “Stream channel stability Appendix D: Bank stability and bank material properties in the bluffline streams of north-west Mississippi.” Rep. to U.S. Army Corps of Engrs., Vicksburg District, Vicksburg, Miss.
Thorne, C. R., Murphy, J. B., and Little, W. C. (1981b). “Bank stability and bank material properties in the bluffline streams of North-west Mississippi.” Appendix D, Rep. to the U.S. Army Corps of Engrs., Vicksburg Dist. under Sect. 32 Program, Work Unit 7, USDA-ARS Sedimentation Lab., Oxford, Miss., 258.
Thorne, C. R., and Osman, A. M. (1988a). “Riverbank stability analysis. II: Applications.” Journal of Hydraulic Engineering, 114(2), 151–172.
Thorne, C. R., and Osman, A. M. (1988b). “The influence of bank stability on regime geometry of natural channels.” River regime, White W.R., ed., Wiley, Chichester, U.K., 135–147.
Thorne, C. R., Russell, A. P. G., and Alam, M. K. (1993). “Planform pattern and channel evolution of the Brahmaputra River, Bangladesh.” Braided rivers, Best J.L. and Bristow C.S., eds., Spec. Publ. No. 75, Geological Society of London, 257–276.
Thorne, C. R., and Tovey, N. K. (1981). “Stability of composite river banks.” Earth Surface Processes and Landforms, 6, 469–484.
Tominaga, A., and Nezu, I. (1991). “Turbulent structure in compound open channel flows.” Journal of Hydraulic Engineering, ASCE, 117(1), 21–41.
Tominaga, A., and Nezu, I. (1993). “Flows in compound channels.” Journal of Hydroscience and Hydraulic Engineering, JSCE Special Issue S1–2, Fluvial hydraulics, 121–140.
Tracy, H. J. (1965). “Turbulent flow in a three-dimensional channel.” Journal of the Hydraulics Division, ASCE, 91(6), 9–35.
Ullrich, C. R., Hagerty, D. J., and Holmberg, R. W. (1986). “Surficial failures of alluvial stream banks.” Canadian Geotechnical Journal, Ottowa, Canada, 23, 304–316.
U.S. Army Corps of Engineers (USACE). (1981). “ Missouri River degradation, Volume IV.” Supporting technical report, Omaha Dist., Dept. of the Army, Omaha, Nebr.
Vanoni, V. A. (1975). “Sedimentation engineering.” Manuals and Rep. on Engrg. Practice No. 54, ASCE, New York, 745.
Van Rijn, L. C. (1984). “Sediment transport. Part III: Bed forms and alluvial roughness.” Journal of Hydraulic Engineering, ASCE, 110(12), 1733–1754.
Vaughan, P. R., and Walbancke, H. J. (1973). “Pore pressure changes and the delayed failure of cutting slopes in overconsolidated clay.” Géotechnique, 23(4), 531–539.
Vigilar, G. G., and Diplas, P. (1994). “Determination of geometry and stress distribution of an optimal channel.” Proc., Hydr. Engrg. ‘94, Cotreano G.V. and Rumer R.R., eds., ASCE, New York, 959–968.
Vigilar, G. G., and Diplas, P. (1997). “Stable channels with mobile bed: Formulation and numerical solution.” Journal of Hydraulic Engineering, ASCE, 123(3), 189–199.
Vigilar, G. G., and Diplas, P. (1998) “Stable channels with mobile bed: model verification and graphical solution.” Journal of Hydraulic Engineering, 124, 1097–1108.
Waldron, L. J. (1977). “Shear resistance of root permeated homogeneous and stratified soil.” Soil Science Society of America Journal, 41, 843–849.
Wang, S. S. Y., and Hu, K. K. (1990). “Improved methodology for formulating finite element hydrodynamic models.” Finite Elements in Fluids, 8.
Wargadalam, J. (1993). “Hydraulic geometry equations of alluvial channels.” PhD dissertation, Colorado State University, Fort Collins, Colo.
Wark, J. B., James, C. S., and Ackers, P. (1994). “Design of straight and meandering channels.” R&D Rep. No. 13, Nat. Rivers Authority, Bristol, U.K., 86.
Wark, J. B., Samuels, P. G., and Ervine, D. A. (1990). “A practical method of estimating velocity and discharge in a compound channel.” River flood hydraulics, White W.R., ed., Wiley, Chichester, U.K., 163–172.
Watson, C. C., Harvey, M. D., Biedenharn, D. S., and Combs, P. G. (1988a). “Geotechnical and hydraulic stability numbers channel rehabilitation. I. The approach.” Proc., ASCE Hydr. Div. 1988 Nat. Conf., Abt S.R. and Gessler J., eds., ASCE, New York, 20–125.
Watson, C. C., Harvey, M. D., Biedenharn, D. S., and Combs, P. G. (1988b). “Geotechnical and hydraulic stability numbers for channel rehabilitation: Part II. Application.” Proc., ASCE Hydr. Div. 1988 Nat. Conf., Abt S.R. and Gessler J., eds., ASCE, New York, 126–131.
White, W. R., Bettess, R., and Paris, E. (1982). “Analytical approach to river regime.” Journal of the Hydraulics Division, ASCE, 108(10), 1179–1193.
White, W. R., Paris, E., and Bettess, R. (1981). “Tables for the design of stable alluvial channels.” Rep. No. IT 208, HR Wallingford, Wallingford, U.K., 30.
Wiele, S. M. (1992). “A computational investigation of bank erosion and midchannel bar formation in gravel-bed rivers.” PhD thesis, University of Minnesota, Minneapolis.
Wiele, S. M., and Paola, C. (1989). “Calculation of bed stress and bank erosion in a straight channel.” Eos: Transactions of the American Geophysical Union, 70, 329–339.
Williams, G. P. (1978). “The case of the shrinking channels The North Platte and Platte Rivers in Nebraska.” Circular 781, Washington, D.C., U.S. Geological Survey.
Williams, G. P., and Guy, H. P. (1973). “Erosional and depositional aspects of Hurricane Camille in Virginia, 1969.” Professional Paper 804, Washington, D.C., U.S. Geological Survey, 80.
Wolman, M. G. (1955). “The natural channel of Brandywine Creek.” Professional Paper 271, U.S. Geological Survey, Reston, Va., 56.
Wolman, M. G. (1959). “Factors influencing erosion of cohesive river banks.” American Journal of Science, 257, 204–216.
Wolman, M. G., and Gerson, R. (1978). “Relative scales of time and effectiveness of climate in watershed geomorphology.” Earth Surface Processes and Landforms, 3, 189–208.
Woodyer, K. D. (1975). “Concave-bank benches on the Barwon River, New South Wales.” Australian Geographer, 13, 36–40.
Yang, C. T. (1973). “Incipient motion and sediment transport.” Journal of the Hydraulics Division, ASCE, 99(10), 1679–1704.
Yang, C. T. (1984). “Unit stream power equation for gravel.” Journal of Hydraulic Engineering, ASCE, 110, 1783–1797.
Yang, C. T. (1992). “Force, energy, entropy and energy dissipation rate.” Entropy and energy dissipation in water resources, Singh V.P. and Fiorention M.J., eds., Kluwer Academic, Dordrecht, The Netherlands, 63–89.
Yang, C. T., Molinas, A., and Song, C. S. (1988). “GSTARS Generalized stream tube model for alluvial river simulation.” Twelve selected computer stream sedimentation models developed in the United States, Fan S., ed., Federal Energy Regulatory Commission, Washington, D.C.
Yang, C. T., and Song, C. C. S. (1986). “Theory of minimum energy and energy dissipation rate.” Encyclopedia of fluid mechanics, Gulf Publishing, Houston, 353–399.
Yang, C. T., Song, C. C. S., and Woldenberg, M. J. (1981). “Hydraulic geometry and minimum rate of energy dissipation.” Water Resources Research, 17(4), 1014–1018.
Yang, C. T., and Wan, S. (1991). “Comparison of selected bed-material formulas.” Journal of Hydraulic Engineering, ASCE, 117, 973–989.
Yen, B. C. (1993). Channel flow resistance: Centennial of Manning’s formula. Water Resources Publications, Littleton, Colo.
Younis, B. A. (1996). “Modeling over-bank flow.” Floodplain processes, Anderson M.G., Walling D.E., and Bates P.D., eds., Wiley, Chichester, U.K., 299–332.

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