Chapter
May 6, 2013
Chapter 2

Sediment Transport and Morphodynamics

Publication: Sedimentation Engineering: Processes, Measurements, Modeling, and Practice
First page of PDF

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Abad, J. D., and García, M. H. (2006) Discussion of “Efficient algorithm for Computing Einstein Integrals by Junke Guo and Pierre Y. Julien.” (Journal of Hydraulic Engineering, Vol. 130, No. 12, pp. 1198–1201, 2004). Journal of Hydraulic Engineering, ASCE, 132(3), 332–334.
Abott, J. E. and Francis, J.R.D. (1977). “Saltation and suspension trajectories of solid grains in a water stream.” Philosophical Transactions of the Royal Society of London, Series A, 284, 225–254.
Abrahams, A. D. (2003). “Bed-load transport equation for sheet flow.” Journal of Hydraulic Engineering, ASCE, 129(2), 159–163.
Ackers, P., and White, W. R. (1973). “Sediment transport: New approach and analysis.” Journal of Hydraulic Engineering, ASCE, 99(11), 2041–2060.
Adams, C. E., and Weatherly, G. L. (1981). “Some effects of suspended sediment stratification on an oceanic bottom boundary layer.” Journal of Geophysical Research, 86, 4161–4172.
Admiraal, D., García, M. H., and Rodriguez, J. F. (2000). “Entrainment Response of Bed Sediment to Time-Varying Flows,” Water Resources Research, 36(1), 335–348.
Admiraal, D. and García, M. H. (2000). “Laboratory measurements of suspended sediment concentration using an acoustic concentration profiler (ACP).” Experiments in Fluids, 28, 116–227.
Aguirre-Pe, J., Olivero, M. L., and Moncada, A. T. (2003). “Particle Densimetric Froude Number for Estimating Sediment Transport.” Journal of Hydraulic Engineering, ASCE, 129(6), 428–437.
Aguirre-Pe, J., and Fuentes, R. (1990). “Resistance to flow in steep rough streams.” Journal of Hydraulic Engineering, ASCE, 116(11), 1374–1387.
Aguirre-Pe, J., and Fuentes, R. (1995). “Stability and weak motion of riprap at a channel bed.” River, coastline and shore protection: erosion control using riprap and armourstone, edited by Thorne C.R., Abt S.R., Barends F.B.J., Maynord S.T., Pilarczyk K.W., John Wiley & Sons, New York, 77–92.
Ahrens, J. P. (2000). “The fall-velocity equation.” Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 126(2), 99–102.
Ahrens, J. P. (2003). “Simple equations to calculate fall velocity and sediment scale parameter.” Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 129(3), 146–150.
Akiyama, J., and Fukushima, Y. (1986). “Entrainment of noncohesive bed sediment into suspension.” Third International Symposium on River Sedimentation, Wang S.Y., Shen H.W., and Ding L.Z., eds. The University of Mississippi, Mississippi, 804–813.
Allen, J.R.L. (1978). “L. van Bendegom: a neglected innovator in meander studies.” Fluvial sedimentology, Miall A.D., ed., Memoir No. 5, Canadian Society of Petroleum Geologists, Calgary, 199–209.
Allen, J.R.L. (1982). “Free meandering channels and lateral deposits.” Sedimentary structures: their character and physical basis, Vol. 2, Elsevier, Amsterdam, 53–100.
Almedeij, J. H., and Diplas, P. (2003). “Bedload transport in gravel-bed streams with unimodal sediment” Journal of Hydraulic Engineering, ASCE, 129(11), 896–904.
Alonso, C. V. (1980). “Selecting a formula to estimate sediment transport capacity in nonvegetated channels.” Chapter 5, CREAMS—A field scale model for chemicals, runoff, and erosion from agriculture management system, Conservation Research Report No. 26, Knisel W.G., ed., U.S. Department of Agriculture, Washington D.C., pp. 426–439.
Alonso, C. V., and Mendoza, C. (1992). “Near-bed sediment concentration in gravel-bedded streams.” Water Resources Research, 28(9), 2459–2468.
Amsler, M. A., and García, M. H. (1997). “Discussion of sand-dune geometry of large rivers during floods by P. Y. Julien and G. J. Klaasen,” Journal of Hydraulic Engineering, ASCE, 123(6), 582–584.
Amsler, M. L., and Schreider, M. I. (1999). “Dune height prediction at floods in the Paraná River, Argentina.” River Sedimentation: theory and applications, Jayewardena A.W., Lee J.H.W. and Wang Z.Y., eds., A. A. Balkema. Rotterdam, pp. 615–620.
Amsler, M. L., and Prendes, H. H. (2000). “Transporte de sedimentos y procesos fluviales asociados.” Chapter 5, El Río Paraná, en su tramo medio, Paoli C.U. and Schreider M.I., eds., Universidad Nacional de Litoral, Santa Fe, Argentina, pp.233–306.
Amsler, M. L., Prendes, H. H., Montagnini, M. D., Szupiany, R. and García, M. H. (2003). “Prediction of dune height in sand-bed rivers: the case of the Paraná River, Argentina.” Proceedings 3rd Symposium on River, Coastal and Estuarine Morphodynamics, Politechnic University of Catalunya, Barcelona, Spain.
Anderson, A. G. (1953). “The characteristics of sediment waves formed by flow in open channels.” Proceedings Third Midwest Conference in Fluid Mechanics, University of Minnesota, Minneapolis, 379–395.
Anderson, R. S., and Haff, P. K. (1988). “Simulation of eolian saltation.” Science, 241, 820–823.
ASCE Task Committee (2000). “Hydraulic Modeling: concepts and practice.” Manuals and Reports on Engineering Practice No. 97, ASCE, Reston, Virginia.
ASCE Task Force (2002). “Flow and transport over dunes.” Journal of Hydraulic Engineering, ASCE, 128(8), 726–728.
Ashida, K., and Michiue, M. (1972). “Study on hydraulic resistance and bed-load transport rate in alluvial streams.” Transactions Japan Society of Civil Engineering, 206, 59–69.
Ashley, G. M. (1990). “Classification of large-scale subaqueous bedforms: a new look at an old problem.” Journal of Sedimentary Petrology, 60(1), 160–172.
Ashworth, P. J., Bennett, S. J., Best, J. L. and McLelland, S. J., Eds. (1996). Coherent Flow Structures in Open Channels, John Wiley and Sons, New York.
Ayala, L., and Oyarce, O. (1993). “Energy loss in mountain streams conditioned by armoring and bedload transport.” Proceedings IX Chilean Hydraulics Congress, Chilean Society of hydraulic Engineering, Concepcion, Chile (in Spanish).
Baas, J. H. (1999). “An empirical model for the development and equilibrium morphology of current ripples in fine sand.” Sedimentology, 46, 123–138.
Bagnold, R. A. (1954). “Experiments on the gravity-free dispersion of large solid spheres in a Newtonian fluid under shear.” Proceedings of the Royal Society of London, A225, 49–63.
Bagnold, R. A. (1956). “The flow of cohesionless grains in fluids.” Philosophical Transactions of the Royal Society of London, Series A, 249, 315–319.
Bagnold, R. A. (1962). “Auto-suspension of transported sediment; turbidity currents.” Proceedings Royal Society of London, Series A, 205, 473–504.
Bagnold, R. A. (1966). “An Approach to the Sediment Transport Problem from General Physics,” U.S. Geol. Survey, Prof. Paper 422-I.
Bagnold, R. A. (1973). “The Nature of Saltation and of Bed Load Transport in Water.” Proceedings Royal Society of London, Series A, 332, 473–504.
Bathurst, J. C. (1985). “Flow resistance equation in mountain rivers.” Journal of Hydraulic Engineering, ASCE, 111(4), 1103–1122.
Bathurst, J. C., Graf, W. H., and Cao, H. H. (1987). “Bedload discharge equations for steep mountain rivers.” Sediment Transport in Gravel-Bed Rivers, Thorne C.R., Bathurst J.C., and Hey R.D., eds., John Wiley & Sons, 453–477.
Bechteler, W., Vogel, G., and Vollmers, H. J. (1991). “Model investigations on the sediment transport of a lower alpine river.” Fluvial Hydraulics of Mountain Regions, Armaninianf A. Di Silvio G., Eds., Lecture Notes in Earth Sciences, Springer-Verlag, Berlin, 179–194.
Bedford, K. W., Wai, O., Libicki, C. M., and Van Evra R. III, (1987). “Sediment entrainment and deposition measurements in Long Island Sound.” Journal of Hydraulic Engineering, ASCE, 113(10), 1325–1342.
Bell, H. S. (1942). “Stratified flow in reservoirs and its use in preventing of silting.” Misc. Publ. 491, U.S. department of Agriculture, U.S. Government Printing Office, Washington, D.C.
Bennett, J. P. (1995). “Algorithm for resistance to flow and transport in sand-bed channels,” Journal of Hydraulic Engineering, ASCE, 121(8), 578–590.
Bennett, S. J., and Best, J. L. (1995a). “Mean flow and turbulence structure over fixed, two dimensional dunes: implications for sediment transport and dune stability.” Sedimentology, 42, 491–514.
Bennett, S. J., and Best, J. L. (1995b). “Particle size and velocity discrimination in a sediment-laden turbulent flow using phase Doppler anemometry, Journal of Fluids Engineering, 117, 505–511.
Bennett, S. J., and Best, J. L. (1996). “Mean flow and turbulence structure over fixed ripples and the ripple-dune transition.” Coherent flow structures in open channels, Ashworth P.J., Bennett S.J., Best J.L. and McLelland S.J., eds., John Wiley and Sons, Chichester, U.K., 281–304.
Bennett, S. J., and Venditti, J. (1997). “Turbulent flow and suspended sediment transport over fixed dunes.” Proceedings Conference on Management of Landscapes Disturbed by Channel Incision, Wang S.S.Y., Langendoen E.J. and Shields F.D. Jr., eds., Center for Computational Hydroscience and Engineering, University of Mississippi, Oxford, 949–954.
Bennett, S. J., Bridge, J. S. and Best, J. L. (1998). “The fluid and sediment dynamics of upper-stage plane beds.” Journal of Geophysical Research, 103, 1239–1274.
Berezowsky, M., and Lara, M. A. (1986). “Determination of the friction slope in non-uniform or unsteady flow in rivers considering bedforms.” Third International Symposium on River Sedimentation, Wang S.Y., Shen H.W., and Ding L.Z., eds., The University of Mississippi, Mississippi, 834–841.
Best, J. L. (1996). “The fluid dynamics of small-scale alluvial bedforms, Advances in Fluvial Dynamics and Stratigraphy, Carling P.A. and Dawson M.R., eds., John Wiley and Sons, Chichester, United Kingdom, 67–125.
Best, J. (2005). “The fluid dynamics of river dunes: a review and some future research directions.” Journal of Geophysical Research, 110, F04S02.
Best, J. L. and Ashworth, P. J. (1994). “A high-resolution ultrasonic bed profiler for use in laboratory flumes.” Journal of Sedimentary Research A, 64, 674–675.
Best, J. L., and Kostaschuk, R. A. (2002). “An experimental study of turbulent flow over a low-angle dune.” Journal of Geophysical Research,107, 3135–3153.
Best, J. L., Bennett, S. J., Bridge, J. B., and Leeder, M. R. (1997). “Turbulence modulation and particle velocities over flat sand beds at low transport rates,” Journal of Hydraulic Engineering, ASCE, 123, 1118–1129.
Best, J. L., Kostaschuk, R. A., and Villard, P. V. (2001). “Quantitative visualization of flow fields associated with alluvial sand dunes: results from the laboratory and field using ultrasonic and acoustic Doppler anemometry.” Journal of Vizualization, Vol. 4, 373–381.
Best, J. L., Ashworth, P. J., Bristow, C. S., and Roden, J. E. (2003). “Three-dimensional sedimentary architecture of a large, mid-channel sand braid bar, Jamuna River, Bangladesh.” Journal of Sedimentary Research, Vol. 73, 516–530.
Best, J., Ashworth P., P.J., Sarker, M. H., and Roden, J. (2006). “The Brahmaputra-Jamuna River.” Large Rivers: Geomorphology and Management, Gupta A., ed., John Wiley and Sons, Chichester, United Kingdom.
Bettess, R. (1984). “Initiation of sediment transport in gravel streams.” Proceedings Institute of Civil Engineers, 77(2), 79–88.
Bhowmik, N. G., Bonini, A. P., Bogner, W. C. and Byrne, R. P. (1980). “Hydraulics of Flow and Sediment Transport in the Kankakee River in Illinois.” Report of Investigation 98, Illinois State Water Survey, Champaign, Illinois.
Blondeaux, P. (2001). “Mechanics of Coastal Forms.” Annual Reviews of Fluid Mechanics, 33, 339–370.
Blondeaux, P., and Seminara, G. (1985). “A unified bar-bend theory of river meanders.” Journal of Fluid Mechanics, 157, 449–470.
Boguchwal, L. A., and Southard, J. B. (1990). “Bed configurations in steady unidirectional water flows. Part 3. Effects of temperature and gravity.” Journal of Sedimentary Petrology, 60, 680–686.
Bonnefille, R. (1963). “Essais de synthese des lois de debut d’entrainment des sediments sous l’action d’un courant en regime uniform.” Bulletin du Centre de Recherche et d’Essais de Chatou, 5, France (in French).
Boudreau, B. B., Jorgensen, B. B., Eds., (2001). The benthic boundary layer: transport processes and biogeochemistry. Oxford University Press, Oxford. 2001.
Bravo-Espinosa, M., Osterkamp, W. R., and Lopes, V. L. (2003). “Bedload transport in alluvial channels.” Journal of Hydraulic Engineering, ASCE, 129(10), 783–795.
Bray, D. I. (1979). “Estimating average velocity in gravel-bed rivers.” Journal of the Hydraulics Division, ASCE, 105(9), 1103–1122.
Bridge, J. S., and Bennett, S. J. (1992). “A model for the entrainment and transport of sediment grains of mixed sizes, shapes and densities.” Water Resources Research, 28, 337–363.
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., and Dominic, D. F. (1984). “Bed load grain velocities and sediment transport rates.” Water Resources Research, 20, 476–490.
Bridge, J. S. (2003). Rivers and floodplains: forms, processes, and sedimentary record. Blackwell, Oxford, United Kingdom.
Brooks, N. H. (1963). Discussion of “Boundary shear stress in curved trapezoidal channels,” by A. T. Ippen and P. A. Drinker, Journal of the Hydraulics Division, ASCE, 89(5), 327–323.
Brownlie, W. R. (1981). “Re-examination of Nikuradse roughness data.” Journal of the Hydraulics Division, ASCE, 107(1), 115–119.
Brownlie, W. R. (1981). “Prediction of flow depth and sediment discharge in open channels.” Report No. KH-R-43A, Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, California.
Brownlie, W. R. (1983). “Flow depth in sand-bed channels.” Journal of Hydraulic Engineering, ASCE,109(7), 959–990.
Bruk, S., rapporteur (1985). “Methods of computing sedimentation in lakes and reservoirs. ”International Hydrological Programme IHP-II, Project A.2.6.1, UNESCO, Paris, France.
Bruschin, J. (1985). Discussion on “Flow depth in sand-bed channels by W. R. Brownlie, Journal of Hydraulic Engineering, ASCE, 109(7), 959–990.” Journal of Hydraulic Engineering, ASCE, 111(4), 736–739.
Brush, L. M. (1989). “Wash load, autosuspensions and hyper-concentrations.” Taming the Yellow River: Silt and Floods.” Proceedings of a Bilateral Seminar on problems in the Lower Reaches of the Yellow River, Brush L.M., Wolman M.G., and Bing-Wei H., eds., Kluwer Academic Publishers, Boston, Mass.
Buffington, J. M. (1999). “The Legend of A. F. Shields.” Journal of Hydraulic Engineering, ASCE, 125(4), 376–387.
Buffington, J., Dietrich, W. E. and Kirchner, J. W. (1992). “Friction angle measurements on a naturally-formed gravel streambed: implications for critical boundary shear stress.” Water Resources Research, 28, 411–425.
Buffington, J. M., and Montgomery, D. R. (1997). “A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers.” Water Resources Research, 33, 1993–2029.
Buffington, J. M., Montgomery, D. R., and Greenberg, H. M. (2004). “Basin-scale availability of salmonid spawning gravel as influenced by channel type and hydraulic roughness in mountain catchments.” Canadian Journal of Fisheries and Aquatic Sciences, 61, 2085–2096.
Calantoni, J. (2002). “Discrete particle model for bedload sediment transport in the surf zone.” PhD Dissertation, Physics Department, North Carolina State University, Raleigh, N.C., 93 p.
Calantoni, J., and Drake, T. G. (1999),” EOS Trans. American Geophysical Union, 80 (17), Spring Meeting Suppl., S194.
Calantoni, J., Holland, K. T., and Drake, T. G. (2004). “Modelling Sheet-Flow Sediment Transport in Wave-Bottom Boundary LayersUsing Discrete-Element Modelling,” Philosophical Transactions Royal Society of London, 362 Series A-Math. Phys. Eng. Sci. (1822), 1987–2001.
Camacho, R., and Yen, B. C. (1991). “Nonlinear resistance relationships for alluvial channels.” Channel flow resistance: centennial of Manning’s formula, Yen B.C., ed., pp. 186–194, Water Resources Publications, Highlands Ranch, Colorado.
Cao, Z. (1999). “Equilibrium near-bed concentration of suspended sediment.” Journal of Hydraulic Engineering, ASCE, 125 (12), 1270–1278.
Carling, P. A. (1999). “Subaqueous gravel dunes.” Journal of Sedimentary Research, 69, 534–545.
Carling, P. A., Kelsey, A., and Glaister, M. S. (1992). “Effect of bed roughness, particle shape, and orientation on initial motion criteria.” In: Dynamics of Gravel-Bed Rivers, Billi P., Hey R.D., Thorne C.R., and Tacconi P., eds., John Wiley & Sons, Chichester, United Kingdom, 23–37.
Carling, P. A., Gölz, E., Orr, H. G., and Radecki-Pawlik, A. (2000a). “The morphodynamics of fluvial sand dunes in the River Rhine near Mainz, Germany, Part I: sedimentology and morphology.” Sedimentology, 47, 227–252.
Carling, P. A., Williams, J. J., Gölz, E., and Kelsey, A. D. (2000b). “The morphodynamics of fluvial sand dunes in the River Rhine near Mainz, Germany, Part II: hydrodynamics and sediment transport.” Sedimentology, 47, 253–278.
Celik, I., and Rodi, W. (1988). “Modeling Suspended Sediment Transport in Nonequilibrium Situations.” Journal of Hydraulic Engineering, ASCE, 114(10), 1157–1191.
Celik, I., and Rodi, W. (1984). “A deposition-entrainment model for suspended sediment transport.” Report SFB 210/T/6, University of Karlsruhe, Germany.
Cellino, M., and Graf, W. H. (2000). “Experiments on suspension flow in open channels with bed forms.” Journal of Hydraulic Research, IAHR, 38(4), 289–298.
Chaubert, J., and Chauvin, J. L. (1963). “Formation des Dunes et des Rides dans las Modeles Fluviaux.” Bulletin du Centre de Recherches et d’Essais de Chaton, 4.
Chen, H. Y., and Nordin, C. F. Jr., (1976). “Missouri River: Temperature effects in the transition from dunes to plane bed.” Missouri River Sediment Series Rep. 14, U. S. Army Corps of Engineers, Omaha, Nebraska.
Chen, C. L. (1991). “Unified theory on power laws for flow resistance.” Journal of Hydraulic Engineering, ASCE, 117(3), 371–389.
Cheng, N. S. (1997). “A simplified settling velocity formula for sediment particle.” Journal of Hydraulic Engineering, ASCE, 123(2), 149–152.
Cheng, N. S., and Chiew, Y. (1998). “Pickup probability for sediment entrainment.” Journal of Hydraulic Engineering, ASCE, 124(2), 232–235.
Cheng, N. S., and Chiew, Y. (1999). “Incipient sediment motion with upward seepage.” Journal of Hydraulic Research, IAHR, 37(5), 665–681.
Cheng, N. S. (2002). “Exponential formula for bedload transport.” Journal of Hydraulic Engineering, ASCE, 128 (102), 942–946.
Chien., N., and Wan, Z. (1999). Mechanics of Sediment Transport, ASCE Press, Reston, Virginia.
Chiew, Y., and Parker, G. (1994). “Incipient sediment motion on nonhorizontal slopes.” Journal of Hydraulic Research, IAHR, 32(5), 649–660.
Choi, S. U., and García, M. H. (1995). “Modeling of One-Dimensional Turbidity Currents with a Dissipative-Galerkin Finite Element Method.” Journal of Hydraulic Research, IAHR, 33:5: 623–648.
Choi, S-U., and Garcia, M. H. (2001). “Spreading of gravity plumes on an incline.” Coastal Engineering, 43, 221–237.
Chollet, J. P., and Cunge, J. A. (1979). “New interpretation of some head loss-flow velocity relationships for deformable movable beds.” Journal of Hydraulic Research, IAHR, 17(1), 1–13.
Chollet, J. P., and Cunge, J. A. (1980). “Simulation of unsteady flow in alluvial streams.” Applied Mathematical Modeling, 4(8).
Chow, V. T. (1959), Open Channel Hydraulics, McGraw-Hill, New York.
Christensen, B. A. (1972). “Incipient motion on cohesionless channel banks.” Sedimentation, Chapter 4, Shen H.W., ed., Water Resources Publications, Littleton, Colorado.
Christofferson, J. B., and Jonsson, I. G., (1985). “Bed friction and dissipation in a combined current and wave motion.” Ocean Engineering, 12, 387–423.
Colby, B. R. (1957). “Relationship of unmeasured sediment discharge to mean velocity.” Transactions American Geophysical Union, 38(5), 708–717.
Coleman, N. L. (1967). “A theoretical and experimental study of drag and lift forces acting on a sphere resting on a hypothetical stream bed.” Proceedings of the Twelfth Congress, International Association for Hydraulic Research, Fort Collins Colorado, 185–192.
Coleman, N. L. (1969). “A new examination of sediment suspension in open channels.” Journal of Hydraulic Research, IAHR, 7(1), 67–82.
Coleman, N. L. (1970). “Flume studies of the sediment transfer coefficient,” Water Resources Research, AGU, 6, 801–809.
Coleman, N. L. (1981). “Velocity profiles with suspended sediment.” Journal of Hydraulic Research, IAHR, 19, 211–229.
Coleman, N. L. (1986). “Effects of suspended sediment on the open-channel velocity distribution.” Water Resources Research, 22, 1377–1384.
Coleman, N. L., and Alonso, C. V. (1983). “Two-dimensional channel flows over rough surfaces.” Journal of Hydraulic Engineering, ASCE, 109(?), 175–188.
Coleman, S. E., and Melville, B. W. (1994). “Bed-form development.” Journal of Hydraulic Engineering, ASCE, 120(4), 544–560.
Coleman, S. E., and Melville, B. W. (1996). “Initiation of bed forms on a flat bed.” Journal of Hydraulic Engineering, ASCE, 122(6), 301–310.
Coleman, S. E., Fedele, J. J., and García, M. H. (2003). “Closed-conduit bed-form initiation and development.” Journal of Hydraulic Engineering, ASCE, 129(12), 956–965.
Coleman, S. E., and Eling, B. (2000). “Sand wavelets in laminar open-channel flows.” Journal of Hydraulic Research, IAHR, 38(?), 331–338.
Coleman, S. E., and Fenton, J. D. (2000). “Potential flow instability theory and alluvial stream bed forms.” Journal of Fluid Mechanics, 418, 101–117.
Coles, D. F. (1956). “The law of the wake in turbulent boundary layer.” Journal of Fluid Mechanics, 1, 191–226.
Colombini, M., Seminara, G., and Tubino, M. (1987). “Finite amplitude alternate bars.” Journal of Fluid Mechanics, 181, 213–232.
Colombini, M., Tubino, M. and Whiting, P. (1992). Topographic expression of bars in meandering channels. In Dynamics of gravel-bed rivers, Billi P., Hey R.D., Thorne C.R., and Tacconi P. (eds). John Wiley & Sons Ltd.
Colosimo, C., Copertino, V. A., and Veltri, M. (1986). “Average velocity estimation in gravel-bed rivers.” Procs. 5th IAHR-APD Congress, Seoul, South Korea, Vol. 2, 1–15.
Cruickshank, C., and Maza, J. A. (1973). “Flow resistance in sand bed channels.” International Symposium on River Mechanics, IAHR, Bangkok, Thailand, A30:1–9.
Dade, W. B., Nowell, A.R.M., and Jumars, P. A. (1992). “Predicting erosion resistance of muds.” Marine Geology, 105, 285–297.
Dade, W. B., Hogg, A. J., and Boudreau, B. P. (2001). “Physics of flow above the sediment-water interface.” In The benthic boundary layer: transport processes and biogeochemistry, Boudreau B.P. and Jørgensen B.B., eds., Oxford University Press, Oxford.
Damgaard, J. S., Whitehouse, R.J.S., and Soulsby, R. L. (1997). “Bed-load sediment transport on steep longitudinal slopes, Journal of Hydraulic Engineering, ASCE, 123(12), 1130–1138.
Damgaard, J. S., Soulsby, R. L., Peet, A., and Wright, S. (2003). “Sand transport on steeply sloping plane and rippled beds.” Journal of Hydraulic Engineering, ASCE, 129(9),706–719.
Dancey, C. L., Diplas, P., Papanicolau, A., and Bala, M. (2002). “Probability of individual grain movement and threshold condition.” Journal of Hydraulic Engineering, ASCE, 128(12), 1069–1075.
De Cesare, G., Schleiss, A., and Hermann, F. (2001). “Impact of turbidity currents on reservoir sedimentation.” Journal of Hydraulic Engineering, ASCE, 127(1), 6–16.
De Vries, M. (1993). “Use of models for river problems.” Studies and reports in hydrology 51, International Hydrological Programme (IHP-IV), UNESCO Publishing, Paris.
Dey S. (1999). “Sediment threshold.” Applied Mathematical Modelling, 23(5), 399–417.
Dey S. (2003). “Threshold of sediment motion on combined transverse and longitudinal sloping beds.” Journal of Hydraulic Research, IAHR, 41(4), 405–415.
Dey S., Sarker, H. K., and Debnath, K. (1999). “Sediment threshold under stream flow on horizontal and sloping beds.” Journal of Engineering Mechanics, ASCE, 125(5), 545–553
Dey S., and Debnath, K. (2000). “Influence of stream-wise bed slope on sediment threshold under stream flow.” Journal of Irrigation and Drainage Engineering, ASCE, 126(4), 255–263.
Dey S., and Zanke U.C.E. (2004). “Sediment threshold with upward seepage.” Journal of Engineering Mechanics, ASCE, 130(9), 1118–1123.
Dietrich, W. E. (1982). “Settling Velocities of Natural Particles.” Water Resources Research, 18(6), 1615–1626.
Dietrich, W. E., and Whiting, P. J. (1989). “Boundary shear stress and sediment transport in river meanders of sand and gravel.” River Meandering, Ikeda S., and Parker G., eds., pp. 1–50, American Geophysical Union Water Resources Monograph 12, Washington D.C.
Dietrich, W. E. and Gallinatti, J. (1991). “Fluvial geomorphology.” Field Experiments and Measurement Programs in Geomorphology.” Slaymaker O., ed., A. A. Balkema, Rotterdam, 169–229.
Dinehart, R. L. (1989). “Dune migration in a steep, coarse-bedded stream.” Water Resources Research, 25(5), 911–923.
Dinehart, R. L. (1992). “Evolution of coarse gravel bed forms: field measurements at flood stage.” Water Resources Research, 28, 2667–2689.
Dinehart, R. L., Burau, J. R. (2005). “Repeated surveys by acoustic Doppler current profiler for flow and sediment dynamics in a tidal river.” Journal of Hydrology, v. 314, iss. 1–4, 1–21.
Diplas, P., and Vigilar, G. (1992). “Hydraulic geometry of threshold channels.” Journal of Hydraulic Engineering, ASCE, 118(4), 597–614.
Diplas, P., and Sutherland, A. J. (1988). “Sampling techniques for gravel sized sediments.” Journal of Hydraulic Engineering, ASCE, 114(5), 484–501.
Dooge, J.C.I. (1991). “The Manning formula in context.” Channel Flow Resistance: Centennial of Manning’s Formula., Yen B.C., ed., 136–185, Water Resource Publications, Highland Ranch, Colorado.
Drake, T. G., and Calantoni, J. (2001). “Discrete particle model for sheet flow sediment transport in the nearshore.” Journal of Geophysical Research-Oceans, 106(C9), 19859–19868.
Drake, T. G., Shreve, R. L., Dietrich, W. E., Whiting, P. J., and Leopold, L. B. (1988). “Bedload transport of fine gravel observed by motion-picture photography.” Journal of Fluid Mechanics, 192, 193–217.
Duan, J. G., Wang, S.S.Y., and Jia, Y. (2001). “The applications of the enhanced CCHE2D model to study the alluvial channel migration processes.” Journal of Hydraulic Research, IAHR, 39(5), 469–480.
Duan, J. G., and Julien, P. Y.(2005). “Numerical simulation of the inception of channel meandering.” Earth Surface Processes and Landforms, 30, 1093–1110.
Dyer, K. R. (1986). Coastal and estuarine sediment dynamics. John Wiley and Sons Limited, London, UK.
Egiazaroff, L. V. (1965). “Calculation of Non-Uniform Sediment Concentration.” Journal of the Hydraulics Division, ASCE, 91(HY4), 225–248.
Einstein, H. A. (1942). “Formulas for the transportation of bed load.” Transactions American Society of Civil Engineers, 117, 561–597.
Einstein, H. A. (1950). “The Bedload Function for Bedload Transportation in Open Channel Flows.” Technical Bulletin No. 1026, U.S.D.A., Soil Conservation Service, 1–71.
Einstein, H. A., and Barbarossa, N. L. (1952). “River Channel Roughness.” Transactions of the American Society of Civil Engineers, 117, 1121–1146.
Einstein, H. A., and Chien, N. 1953. “Can the rate of wash load be predicted from the bed-load function?” Transactions American Geophysical Union, 34(6), 876–882.
Einstein, H. A., and Chien, N. (1955). “Effect of Heavy Sediment Concentration Near Bed Motion Velocity and Sediment Distribution.” U.S. Army Corps of Engineers, Division Series 8.
Ellison, T. H. and Turner, J. S. (1959). “Turbulent entrainment in stratified flows.” Journal of Fluid Mechanics, 6, 423–448.
Engel, P., and Lau, Y. L. (1980). “Computation of bed load using bathymetric data.” Journal of the Hydraulics Division, ASCE, 106(3), 639–380.
Engelund, F. (1966). “Hydraulic Resistance of Alluvial Streems.” Journal of the Hydraulics Division, ASCE, 92(2), 315–326.
Engelund, F. (1970). “Instability of Erodible Beds.” Journal of Fluid Mechanics, 42(2), 225–244.
Engelund, F. (1974). “Flow and bed topography in channel bends.” Journal of the Hydraulics Division, ASCE, 100, 1631–1648.
Engelund, F., and Hansen, E. (1967). “A Monograph on Sediment Transport in Alluvial Streams.” Teknisk Vorlag, Copenhagen, Denmark, 1967.
Engelund, F., and Fredsoe, J. (1976). “A Sediment Transport Model for Straight Alluvial Channels.” Nordic Hydrology, 7, 293–306.
Engelund, F., and Fredose, J. (1982). “Sediment Ripples and Dunes,” Annual Reviews in Fluid Mechanics, 14, 13–37.
Ettema, R. (2006). “Hunter Rouse—his work in retrospect.” Journal of Hydraulic Engineering, ASCE, 132(12), 1248–1258.
Exner, F. M. (1920). “Zur Physik der Dunen.” Sitzber. Akad. Wiss Wien, Part IIa, Bd. 129 (in German).
Exner, F. M. (1925). “Uber die Wechselwirkung zwischen Wasser und Geschiebe in Flussen.” Sitzber. Akad. Wiss Wien, Part IIa, Bd. 134 (in German).
Falcon, M. A., and Kennedy, J. F. (1983). “Flow in alluvial-river curves.” Journal of Fluid Mecanics, 133, 1–16.
Fan, J. (1986). “Turbid density currents in reservoirs” Water International, IWRA, 11:33, 107–116.
Fan, J., and Morris, G. L. (1992). “Reservoir sedimentation I: delta and density current deposits.” Journal of Hydraulic Engineering, ASCE, 118(3), 354–369.
Fan, J., and Morris, G. L. (1992). “Reservoir sedimentation II: reservoir desiltation and long-term storage capacity.” Journal of Hydraulic Engineering, ASCE, 118(3), 370–384.
Fedele, J. J. (1995). “Dune velocity in sand bed rivers.” XXVI International Association for Hydraulic Research Congress (IAHR), John F. Kennedy Student Paper Competition, London, U.K., 37–42.
Fedele, J. J., and García, M. H. (2001). “Hydraulic roughness in alluvial streams: a boundary layer approach.” Riverine, Coastal, and Estuarine Morphodynamics, Seminara G. and Blondeaux P., eds., Springer-Verlag, Berlin, 37–60.
Fenton, J., and Abbot, J. E. (1977). “Initial Movement of Grains on a Stream Bed: The Effect of Relative Protrusions,” Proceeding of the Royal Society of London, Series A-352, 523–537.
Fernandez Luque, R., and van Beek, R. (1976). “Erosion and Transport of Bed Sediment.” Journal of Hydraulic Research, IAHR, 14(2), 127–144.
Fernandez, R. L., and Imberger, J. (2006). “Bed roughness induced entrainment in a high Richardson number underflow.” Journal of Hydraulic Research, 44 (6), 725–738.
Fernandez, R., Best, J., and Lopez, F. (2006). “Mean flow, turbulence structure, and bed form superimposition across the ripple-dune transition.” Water Recourses Research, 42, W05406.
Fisher, J. S., Sill, B. L., and Clark, D. F. (1983). “Organic detritus particles: initiation of motion criteria in sand and gravel beds,” Water Research, 19(6), 1627–1637.
Flemming, B. W. (2000). “The role of grain size, water depth and flow velocity as scaling factors controlling the size of subaqueous dunes.” Proceedings of Marine Sandwave Dynamics, Trentesaux A. and Garlan T., eds., Lille, France, 23–24.
Fredsøe, J. (1974). “On the development of dunes in erodible channels.” Journal of Fluid Mechanics, 64, 1–16.
Fredsøe, J. (1982). “Shape and dimensions of stationary dunes in rivers.” Journal of the Hydraulics Division, ASCE, 108(8), 932–947.
Fredsøe, J. (1989). “Computation of small scale river morphology and stage-discharge curves in alluvial streams.” Third International Symposium on alluvial River Problems, University of Roorke, India, Balkema, Rotterdam, 83–94.
Fredsøe, J. (1996). “The stability of a sandy river.” Issues and Directions in Hydraulics, Nakato T. and Ettema R., eds., Balkema, Rotterdam, 99–113.
Fredsøe, J., and Deigaard R. (1992). Mechanics of Coastal Sediment Transport. World Scientific.
French, R. H. (1987). Hydraulic processes on alluvial fans, Elsevier Science, Amsterdam.
Fuentes, R. and Carrasquel, S. (1981). Discussion of “Re-examination of Nikuradse roughness data by W. R. Brownlie.” Journal of the Hydraulics Division, ASCE, 107(11), 1573–1575.
Fukushima, Y., Parker, G., and Pantin, H. M. (1985). “Prediction of ignitive turbidity currents in Scripps Submarine Canyon.” Marine Geology 67, 55–81.
Gabel, S. L. (1993). “Geometry and kinematics of dunes during steady and unsteady flows in the Calamos River, Nebraska, USA.” Sedimentology, 40, 237–269.
Garcia, M. H., and Parker, G. (1989). “Experiments on Hydraulic Jumps in Turbidity Currents Near a Canyon-Fan Transition.” Science, 117(4), 393–396.
García, M. H., and Parker, G. (1991). “Entrainment of Bed Sediment into Suspension.” Journal of Hydraulic Engineering, ASCE, 117(4), 414–435.
García, M. H. (1992). “Turbidity Currents.” Encyclopedia of Earth System Science, Vol. 4, edited by Nieremberg W.A., Academic Press Inc., 399–408.
García, M. H. (1993). “Hydraulic Jumps in Sediment-laden Bottom Currents.” Journal of Hydraulic Engineering, ASCE, 199(6), 1094–1117.
García, M. H., and Parker, G. (1993). “Experiments on the Entrainment of Sediment into Suspension by a Dense Bottom Current”, Journal of Geophysical Research (oceans), AGU, 98(C3), 4793–4807.
García, M. H. (1994). “Depositional Turbidity Currents Laden with Poorly-Sorted Sediment.” Journal of Hydraulic Engineering, ASCE, 120(110), 1240–1263.
García, M. H., and Niño. Y. (1993). “Dynamics of sediment bars in straight and meandering channels: experiments on the resonance phenomenon.” Journal of Hydraulic Research, IAHR, 31(6), 739–761.
García, M. H., Niño, Y., and Lopez, F. (1996). “Laboratory Observations of Particle Entrainment Into Suspension by Turbulent Bursting” Coherent Flow Structures In Open Channels: Origins Scales, and Interaction with Sediment Transport and Bed Morphology, Edited by Ashworth, P., Bennetts, S., Best, T., and McLelland, S., John Wiley & Sons, Ltd., Chapter 3, 63–86.
García, M. H., Admiraal, D. M., and Rodriguez, J. F. (1999). “Laboratory Experiments on Navigation-Induced Bed Shear Stresses and Sediment Resusupension.” International Journal of Sediment Research, 14(2), 303–317.
García, M. H. (1999). “Sedimentation and Erosion Hydraulics.” Hydraulic Design Handbook, Chapter 6, Mays Larry, ed., McGraw-Hill, Inc.
Garcia, M. H. (2000). Discussion of “The Legend of A. F. Shields,” Journal of Hydraulic Engineering, ASCE, 126(9), 718–720.
García, M. H. (2001).“Modeling Sediment Entrainment into Suspension, Transport, and Deposition in Rivers.” Model Validation in Hydrologic Science, Bates Paul and Anderson Malcolm, eds., Wiley and Sons, Chichester, U.K.
García-Flores, M., and Maza-Alvarez, J. A. (1997). “Inicio de movimiento y acorazamiento.” Capitulo 8 del Manual de Ingeniería de Ríos, Series del Instituto de Ingeniería 592, UNAM, Mexico (in Spanish).
Gelfenbaum, G., and Smith, J. D. (1986). “Experimental evaluation of a generalized suspended-sediment transport theory.” Sedimentology of Shelf Sands and Sandstones, Knight R.J., and McLean J.R., eds., Canadian Society of Petroleum Geologists, Memoir II, 133–144.
Gessler, J. (1970). “Self-Stabilizing Tendencies of Sediment Mixtures with Large Range of Grain Sizes.” Journal of Waterway and Harbor Division, ASCE, 96(2), 235–249.
Gessler, J. (1971). “Beginning and Ceasing of Sediment Motion.” Ch. 7 in River Mechanics, Shen H.W., ed., Water Resources Publications, Littleton, CO.
Gilbert, G. K. (1914). “The transportation of debris by running water.” U.S. Geological Survey Professional Paper 86, 263 p.
Giri, S., and Shimizu, Y. (2006). “Numerical computation of sand dune migration with free surface flow.” Water Resources Research, 42, W10422.
Gladki, H. (1979). “Resistance to flow in alluvial channels with coarse bed materials.” Journal of Hydraulic Research, IAHR, 17(2), 121–128
Glover, R. E., and Florey, Q. L. (1951). “Stable Channel Profiles.” U.S. Bureau of Reclamation, Hydraulics, 325.
Gomez, B. and Church, M. (1989). “An assessment of bed load sediment transport formulae for gravel bed rivers.” Water Resources Research, 25, 1161–1186.
Gradowczyk, M. H. (1968). “Wave propagation and boundary instability in erodible-bed channels.” Journal of Fluid Mechanics, 33, 93–112.
Graf, W. H., and Cellino, M. (2002). “Suspension flows in open channels: experimental study.” Journal of Hydraulic Research, IAHR, 40(4), 435–447.
Graf, W. H., and Pazis, G. C. (1977). “Les phenomenes de deposition et d’erosion dans un canal alluvionnaire.” Journal of Hydraulic Research, IAHR,15, 151–165.
Graf, W. H., and Suszka, L. (1987). “Sediment transport in steep channels.” Journal of Hydroscience and Hydraulic Engineering, JSCE, 5(1), 11–26.
Graf, W. H. (1984). Hydraulics of Sediment Transport, Water Resources Publications, Highlands Ranch, Colorado.
Graf, W., Whitehouse, R.J.S., Soulsby, R. l., and Damgaard, J. S. (2000). “Inception of Sediment Transport on Steep Slopes.” Journal of Hydraulic Engineering, ASCE, 126(7), 553–555.
Grass, A. J. (1970). “The initial instability of fine sand.” Journal of the Hydraulics Division, ASCE, 96(3), 619–632.
Greimann, B. P., and Holly, F. M. (2001). “Two-phase flow analysis of concentration profiles.” Journal of Hydraulic engineering, ASCE, 127(9), 753–762.
Griffiths, G. A. (1981). “Flow resistance in coarse gravel-bed rivers.” Journal of the Hydraulics Division, ASCE, 107(7), 899–918.
Grover, N., and Howard, C. (1938). “The passage of turbid water through lake Mead.” Transactions of the ASCE, 103, 720–790.
Guo, J. and Wood, W. L. (1995). “Fine suspended sediment transport rates.” Journal of Hydraulic Engineering, ASCE, 121(12), 919–922.
Guo, J. (2002). “Logarithmic matching and its application in computational hydraulics and sediment transport.” Journal of Hydraulic Research, IAHR, 40(5), 555–565.
Guo, J, and Julien, P. Y. (2004). “Efficient algorithm for computing Einstein Integrals.” Journal of Hydraulic Engineering, ASCE, 130(12) 1198–1201.
Guy, H. P., Simons, D. B. and Richardson, E. V. (1966). “Summary of alluvial channel data from flume experiments.” Professional Paper 462-I, 1956–1961, U.S. Geological Survey.
Gyr, A. and Kinzelbach, W. (2004). “Bed forms in turbulent channel flow.” Applied Mechanics Reviews, 57, 77–93.
Hager, W., and Del Giudice, G. (2001). Discussion of “Movable Bed Roughness in Alluvial Rivers.” Journal of Hydraulic Engineering, ASCE, 127(7), 627–629.
Hammond, F.D.C., Heathershaw, A. D., and Langhorne, D. N. (1984). “A comparison between Shields’ threshold criterion and the movement of loosely packed gravel in a tidal channel.” Sedimentology, 31, 51–62.
Hanes, D. M. (1986). “Grain flows and bed-load sediment transport—review and extension.” Acta Mechanica, 63(1–4), 131–142.
Hanes, D. M., and Bowen, A. J. (1985). “A granular-fluid model for steady intense bed-load transport.” Journal of Geophysical Research-Oceans, 90(C5), 9149–9158.
Hanes, D. M., and Inman, D. L., (1985). “Observations of Rapidly Flowing Granular Fluid Materials,” Journal of Fluid Mechanics, 150, 357–380.
Haque, M. I., and Mahmood, K. (1985). “Geometry of ripples and dunes.” Journal of the Hydraulic Engineering, ASCE, 111, 48–63.
Haque, M. I., and Mahmood, K. (1986). “Analytical study on steepness of ripples and dunes.” Journal of the Hydraulic Engineering, ASCE, 112(3), 220–236.
Hasegawa, K., 1981, “Research on an equation of bank erosion considering non-equilibrium conditions, Proceedings Japan Society of Civil Engineering, 316(12), 37–50.
Hasegawa, K. (1989). “Universal bank erosion coefficient for meandering rivers.” Journal of Hydraulic Engineering, ASCE, 115(6), 744–765.
Havinga, H. (1983). “Discussion of ‘Bed load discharge coefficient.’ ” Journal of the Hydraulics Division. ASCE, 109, 157–160.
Hayashi, T. (1970). “Formation of dunes and antidunes in open channels.” Journal of the Hydraulic Division, ASCE, 96, 357–366.
Henderson, F. M. (1966). Open Channel Flow, Macmillan, New York.
Hey, R. D. (1979). “Flow resistance in gravel-bed rivers.” Journal of the Hydraulics Division, ASCE, 105, 365–379.
Hill, P. S., and McCave, I. N. (2001). “Suspended particle transport in benthic boundary layers.” The benthic boundary layer: transport processes and biogeochemistry, Boudreau B.P. and Jørgensen B.B., eds., Oxford University Press, Oxford.
Hirano. M. (1973). “River-bed variation with bank erosion.” Proceedings Japan Society of Civil Engineering, 210, 13–20 (in Japanese).
Holmes, R. R. Jr., (2003). “Vertical Velocity Distributions in Sand-Bed Alluvial Rivers.” Ph.D. Dissertation, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, 325 pp.
Hotchkiss, R. H. and Parker, G. (1991). “Shock fitting of aggradational profiles due to backwater.” Journal of Hydraulic Engineering, 117(9), 112–91144.
Howard, A. D. (1977). “Effect of Slope on the Threshold of Motion and Its Application to Orientation of Wind Ripples”, Bull. Geol. Soc. Am., 88, 853–856.
Huang, X., and García, M. H. (2000). “Pollution of gravel spawning grounds by deposition of suspended sediment.” Journal of Environmental Engineering, ASCE, 126(10), 963–967.
Hulscher, S.J.M.H., and Dohmen-Jansen, C. M. (2005). “Introduction to special section on marine sand wave and river dune dynamics.” Journal of Geophysical Research, 110, F04S01, DOI.
Ikeda, H. (1983). “Experiments on bedload transport, bedforms, and sedimentary structures using fine gravel in the 4-meter wide flume.” Paper No. 2 University of Tsukuba, Japan, Environmental Research Center.
Ikeda, S. (1982). “Incipient Motion of Sand Particles on Side Slopes,” Journal of the Hydraulics Division, ASCE, 108 (1), 95–114.
Ikeda, S. (1984). “Prediction of alternate bar wavelength and height.” Journal of Hydraulic Engineering, ASCE, 110, 317–386.
Ikeda, S., and Asaeda, T. (1983). “Sediment suspension with rippled bed.” Journal of Hydraulic Engineering, ASCE, 109, 409–423.
Ikeda, S., and Nishimura, T. (1986). “Flow and bed profile in meandering sand-silt rivers.” Journal of the Hydraulics Division, ASCE, 112, 562–579.
Ikeda, S., and Parker, G. (1989). “River Meandering.” Water Resources Monograph 12, American Geophysical Union, Washington D. C.
Imran, J., Parker, G., and Katopodes, N. (1998). “A numerical model of channel inception on submarine fans.” Journal of Geophysical Research, 103(C1), 1219–1238.
Irmay, S. (1949). “On steady flow formulae in pipes and channels.” Proceedings 3rd Congress, International Association for HydraulicResearch, Paper III-3, Grenoble, France.
Itakura, T., and Kishi, T. (1980). “Open channel flow with suspended sediments.” Journal of the Hydraulics Division, ASCE, 106(8), 1325–1343.
Iversen, J. D., and Rasmussen, K. R. (1994). “The effect of surface slope on saltation threshold.” Sedimentology. 41:721–728.
Iwagaki, Y. (1956). Fundamental study on critical tractive force.” Proceedings, Japan Society of Civil Engineering, 41, 1–21.
Jackson, R. G. (1976). Sedimentological and fluid dynamics implications of the turbulent bursting phenomenon in geophysical flows.” Journal of Fluid Mechanics, 77, 531–560.
Jaeggi, M.N.R. (1984). “Formation and effects of alternate bars.” Journal of Hydraulic Engineering, ASCE, 110, 142–156.
Jain, S. C. and Kennedy, J. F. (1974). “The spectral evolution of sedimentary bed forms.” Journal of Fluid Mechanics, 63, 301–314.
James, C. S. (1990). “Prediction of entrainment conditions for nonuniform, noncohesive sediments.” Journal of Hydraulic Research, 28, 25–41.
Jang, C. L., and Shimizu, Y. (2005). “Numerical simulation of the behavior of alternate bars with different bank strengths.” Journal of Hydraulic Research, IAHR, Vol. 43 (6),
Jansen, P. Ph., van Bendegom, L., van den Berg, J., de Vries, M., and Zanen, A. (1979). “Principles of River Engineering: the non-tidal river.” Pitman Publishing Inc.
Jarrett, R. D. (1984). “Hydraulics of high-gradient streams.” Journal of Hydraulic Engineering, ASCE, 110, 1519–1539.
Jenkins, J. T., and Hanes, D. M. (1998). “Collisional sheet flows of sediment driven by a turbulent fluid.” Journal of Fluid Mechanics, 370, 29–52.
Jerolmack, D. J., Mohrig, D., and McElroy (2006). “A unified description of ripples and dunes in rivers.” River, Coastal, and Estuarine Morphodynamics, Parker G. and Garcia MH., eds., Taylor & Francis Group, London, 843–851.
Ji, Z. G., and Mendoza, C. (1997). “Weakly Nonlinear Stability Analysis for Dune Formation.” Journal of Hydraulic Engineering, 123(11), 979–985.
Jiang, Z., and Haff, P. K. (1993). “Multiparticle simulation methods applied to the micromechanics of bedload transport.” Water Resources Research, 29(2), 399–412.
Jimenez, J. A., and Madsen, O. S. (2003). “A Simple Formula to Estimate Settling Velocity of Natural Sediments.” Journal of Waterways, Port, Coastal, and Ocean Engineering, ASCE, 129(2), 70–78.
Johanesson, H. and Parker, G. (1989a). “Secondary flow in mildly sinuous channel.” Journal of Hydraulic Engineering, ASCE, 115, 289–308.
Johanesson, H. and Parker, G. (1989b). “Linear theory of river meanders.” River Meandering, Ikeda S. and Parker G., eds., AGU Water Resources Monograph 12, 181–213.
Johanesson, H. and Parker, G. (1989c). “Velocity redistribution in meandering rivers.” Journal of Hydraulic Engineering, ASCE, 115, 1010–1039.
Julien, P. Y. and Klaassen, G. J. (1995). “Sand-dune geometry of large rivers during floods.” Journal of Hydraulic Engineering, ASCE, 121, 657–663.
Julien, P. Y. and Anthony, D. J. (2002). “Bedload motion by size fractions in meander bends.” Journal of Hydraulic Research, IAHR, 40(2), 125–133.
Julien, P.Y. (1992). “Study of bed form geometry in large rivers,” report Q1386, delft Hydraulics, The Netherlands.
Julien, P. Y. (1995). Erosion and Sedimentation, Cambridge University Press, Cambridge, U.K.
Julien, P. Y. (2002). River Mechanics, Cambridge University Press, Cambridge, U.K.
Julien, P. Y., Klaassen, G. J., ten Brinke, W.B.M., and. Wilbers, A.W.E.(2002). “Case Study: bed resistance of Rhine River during 1988 flood.” Journal of Hydraulic Engineering, ASCE, 128, 1042–1050.
Kadota, A., and Nezu, I. (1999). “Three-dimensional structure of space-time correlation on coherent vortices generated behind dune crest.” Journal of Hydraulic Research, IAHR, 37, 59–80.
Kamphuis, J. W. (1974). “Determination of sand roughness for fixed beds.” Journal of Hydraulic Research, 12(2), 193–203.
Karim, F. (1995). “Bed configuration and flow resistance in alluvial-channel flows.” Journal of Hydraulic Engineering, ASCE, 121(1), 15–25.
Karim, F. (1998). “Bed material discharge prediction for nonuniform sediments,” Journal of Hydraulic Engineering, ASCE, 124(6), 597–604.
Karim, F. (1999). “Bed-form geometry in sand-bed flows.” Journal of Hydraulic Engineering, ASCE, 125, 1253–1261.
Karim, F. and Kennedy, J. F. (1981). “Computer-based predictors for sediment discharge and friction factor of alluvial streams.” Report 242, Iowa Institute of Hydraulic Research, University of Iowa, Iowa City, Iowa.
Karim, F., and Kennedy, J. F. (1990). “Menu of coupled velocity and sediment discharge relationships for rivers.” Journal of Hydraulic Engineering, ASCE, 116(8), 978–996.
Katul, G., Wiberg, P., Albertson, J., and Hornberger, G. (2002). “A Mixing Layer Theory for Flow Resistance in Shallow Sterams.” Water Resources Research, 38(11), 1250–1258.
Kennedy, J. F. (1961). “Stationary Waves and Antidunes in Alluvial Channels.” W. M. Keck Laboratory of Hydraulics and Water Research, California Institute of Technology, Report KH-R-2.
Kennedy, J. F. (1963). “The mechanics of dunes and antidunes in erodible-bed channels.” Journal of Fluids Mechanics, 16, 521–544.
Kennedy, J. F. (1964). “The formation of sediment ripples in closed rectangular conduits and in the desert.” Journal of Geophysical Research, 69(8), 1517–1524.
Kennedy, J. F. (1969). “The formation of sediment ripples, dunes and antidunes.” Annual Review of Fluid Mechanics, 1, 147–168.
Kennedy J. F. (1983). “Reflections on Rivers, Research, and Rouse,” Journal of Hydraulic Engineering, ASCE, 109(10), 1254–1271.
Kennedy, J. F. (1995). “The Albert Shields Story.” Journal of Hydraulic Engineering, ASCE, 121, 766–772.
Kennedy, J. F. and Odgaard, A. J. (1991). “Informal monograph on riverine sand dunes.” Contract Report CERC-91-2, Coastal Engineering Research Center, US Army Waterways Experiment Station, Vicksburg, Mississippi.
Kennedy, J. F., and Falcon, M. (1965). “Wave-generated sediment ripples.” Report No. 86, Hydrodynamics Laboratory, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Mass.
Kerssens, P.J.M., Prins, A. D., and van Rijn, L. C. (1979). “Model for suspended load transport.” Journal of the Hydraulics Division, ASCE, 105(5), 461–476.
Keulegan, G. H. (1978). “An estimate of channel roughness of interoceanic canals.” Technical Report H-78–13, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.
Keulegan, G. H. (1938). “Laws of turbulent flow in open channels.” Journal National Bureau of Standards, Research Paper 1151, 21, 707–741, Washington, D.C.
Kikkawa, H., Ikeda, S., and Kitagawa, A. (1976). “Flow and bed topography in curved open channels.” Journal of the Hydraulic Division, ASCE, 102(9), 1317–1342.
Kikkawa, H., and Ishikawa, T. (1978). “Total load of bed materials in open channels.” Journal of the Hydraulic Division, ASCE, 104(7), 1045–1059.
Kikkawa, H., and Ishikawa, T. (1979). “Resistance of Flow over dunes and ripples.” Proceedings Japan Society of Civil Engineering, 281, 53–63 (in Japanese).
Kinoshita, R., Miwa, H. (1974). “River channel formation which prevents downstream translation of transverse bars.” ShinSabo, (94), 12–17. (in Japanese)
Kirchner, J. W., Dietrich, W. E., Iseya, F., and Ikeda, H. (1990). “The variability of critical shear stress, friction angle, and grain protrusion in water-worked sediments.” Sedimentology, 37, 647–672.
Kleinhans, M. G. (2001). “The key role of fluvial dunes in transport and deposition of sand-gravel mixtures, a preliminary note.” Sedimentary Geology, 143, 7–13.
Kleinhans, M.G. (2002). “Sorting out sand and gravel: sediment transport and deposition in sand-gravel bed rivers.” Netherlands Geogr. Stud., 293, 317.
Kleinhans, M. G. (2004). “Sorting in grain flows at the lee side of dunes.” Earth Science Reviews, 65, 75–102.
Knapp, R. T. (1938). “Energy-balance in stream-flows carrying suspended load.” Transactions American Geophysical Union, Reports and Papers in Hydrology, 501–505.
Knaapen, M.A.F., Hulscher, S.J.M.H. (2002). “Regeneration of sand waves after dredging.” Coastal Engineering, 46(4), 277–289.
Knappen, M.A.F., Hulscher, S.J.M.H., De Vriend, H. J., and Stolk, (2001). “A new type of sea bed waves,”Geophysical Research Letters, 28, 1323–1326.
Kobayashi, N., and Seung, N. S. (1985). “Fluid and Sediment Interaction over a Plane Bed.” Journal of Hydraulic Engineering, ASCE, 111(6), 903–921.
Komarova, N. L., and Newell, A. C. (2000). “Nonlinear dynamics of sand banks and sand waves.” Journal of Fluid Mechanics, 415, 285–312.
Koch, F. G. and Flokstra, C. (1980). “Bed level computations for curved alluvial channels.” Proceedings of the XIX Congress of the IAHR, 2, New Delhi, India, 357.
Komar, P. D., and Li, Z. (1986). “Pivoting analyses of the selective entrainment of sediments by shape and size with application to gravel threshold.” Sedimentology, 33(3), 425–436.
Komar, P. D. and Li, Z. (1988). “Applications of grain-pivoting and sliding analyses to selective entrainment of gravel and to allow competence evaluations.” Sedimentology, 35, 681–695.
Komar, P. D. (1996). “Entrainment of sediments from deposits of mixed grain sizes and densities.” Advances in Fluvial Dynamics and Stratigraphy, Carling P.A., and Dawson M.R., (eds), Wiley, Chichester, 127–181.
Kondap, D. M., and Garde, R. J. (1973). “Velocity of bed forms in alluvial channels.” Proceedings of the 15th Congress of International Association for Hydraulic Research, vol. 5, Istanbul, Turkey.
Kostaschuk, R. A. (2000). “A field study of turbulence and sediment dynamics over subaqueous dunes with flow separation.” Sedimentology, 47, 519–531.
Kostaschuk, R. (2006). “Sediment transport mechanics and subaqueous dune morphology,” River, Coastal and Estuarine Morphodynamics: RCEM 2005, Parker G. and Garcia M.H. (eds.), Taylor & Francis Group, London, 795–801.
Kostaschuk, R. A., Church, M. A. and Luternauer, J. L. (1989). “Bedforms, bed material and bedload transport in a salt-wedge estuary: Fraser River, British Columbia.” Canadian Journal of Earth Sciences, 26, 1440–1452.
Kostaschuk, R. A., and Church, M. A. (1993). “Macroturbulence generated by dunes: Fraser River, Canada.” Sedimentary Geology, 85, 25–37.
Kostaschuk, R. A., and Ilersich, S. A. (1995) Dune geometry and sediment transport, in River Geomorphology, edited by Hickin E. J., John Wiley & Sons, 19–36.
Kostaschuk, R. A., and Villard, P. (1996). “Turbulent sand suspension events: Fraser River, Canada.” Coherent Flow Structures in Open Channels, Ashworth P.J., Bennett S.J., Best J.L., and McLelland S.J., eds., Wiley & Sons, Chichester, 305–319.
Kostaschuk, R., Villard, P., and Best, J. L. (2004). “Measuring velocity and shear stress over dunes with acoustic doppler profiler.” Journal of Hydraulic Engineering, ASCE, 130, 932–936.
Kostic, S., Parker, G., and Marr, J. G. (2002). “Role of turbidity currents in setting the slope of clinoforms prograding into standing fresh water.” Journal of Sedimentary Research, 72(3), 353–362.
Kostic, S., and Parker, G. (2003a). “Progradational sand-mud deltas in lakes and reservoirs. Part 1. Theory and numerical modeling.” Journal of Hydraulic Research, 41(2) 127–140.
Kostic, S., and Parker, G. (2003b). “Progradational sand-mud deltas in lakes and reservoirs. Part 2. Experiment and numerical simulation.” Journal of Hydraulic Research, 41(2), 141–152.
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.
Kuroki, M., and Kishi, T. (1985). “Regime criteria on bars and braids in alluvial straight channels.” Proceedings Japan Society of Civil Engineers, 342 (in Japanese).
Lamb, M. P., Hickson, T., Marr, J. G., Sheets, B., Paola, C. and Parker, G. (2004). Surging versus continuous turbidity currents: flow dynamics and deposits in an experimental intraslope mini-basin.” Journal of Sedimentary Research, 74(1), 146–155.
Lamb, M., Toniolo, H., and Parker, G. (2006). “Trapping of sustained turbidity currents by intraslope minibasins.” Sedimentology, 53, 147–160.
Lane, E. W. (1955). “Design of stable channels.” Transactions of the ASCE, 120, 1234–1260.
Lane, E. W. (1955). “The Importance of Fluvial Morphology in Hydraulic Engineering,” Proceedings ASCE, 81 (745).
Lane, E. W., and Carlson, E. J. (1953). “Some factors affecting the stability of canals constructed in coarse granular materials.” Proceedings, IAHR 5th Congress, 1–4, 37–48, University of Minnesota, Minneapolis.
Lanzoni, S. and Tubino, M. (1999). “Grain sorting and bar instability.” Journal of Fluid Mechanics, 393, 149–174.
Lanzoni, S. (2000a). “Experiments on bar formation in straight flume. 1. Uniform sediment.” Water Resources Research, 36, 3337–3349.
Lanzoni, S. (2000b). “Experiments on bar formation in straight flume. 2. Graded sediment.” Water Resources Research, 36, 3337–3349.
Lapointe, M. (1992). “Burst-like sediment suspension events in a sand bed river.” Earth Surface Processes & Landforms, 17, 253–270.
Lapointe, M. (1996). “Frequency spectra and intermittency of the turbulent suspension process in a sand-bed river.” Sedimentology, 43, 439–449.
Lau, Y. L., and Engel, P. (1999). “Inception of Sediment Transport on Steep Slopes.” Journal of Hydraulic Engineering, ASCE, 125(5), 544–547.
Lavelle, J. W., and Mofjeld, H. O. (1987). “Do Critical Stresses for Incipient Motion and Erosion Really Exit?” Journal of Hydraulic Engineering, 113(3), 370–385.
Lebediev, V. V. (1959). “Gidrologia i Gidraulika v Mostovom Doroshnom, Straitielvie,” Leningrad (in Russian).
Lee, H-Y. and Hsu, I-S. (1994). “Investigation of saltating particle motion.” Journal of Hydraulic Engineering, ASCE, 120, 831–845.
Lee, H-Y., Chen, Y-H., You, J-Y., and Lin, Y-T. (2000). “Investigations of continuous bed load saltating process.” Journal of Hydraulic Engineering, ASCE, 126, 691–700.
Lee, H-Y., Lin, Y-T., You, J-Y., and Wang, H-W. (2006). “On three-dimensional continuous saltation process of sediment particles near the channel bed.” Journal of Hydraulic Research, IAHR, 44(3), 374–389.
Leeder, M. R. (1979). “Bedload dynamics: grain impacts, momentum transfer and derivation of a grain Froude number.” Earth Surface Processes and Landforms, 4, 291–295.
Leeder, M. R. (1983). “On the interactions between turbulent flow, sediment transport and bedform mechanics in channelized flows.” in Modern and Ancient Fluvial Systems, International Association of Sedimentologists, Special Publication, Collinson J.D. and Lewin J., eds., 6, 5–18.
Leliavsky, S. (1966). An Introduction to Fluvial Hydraulics, Dover, New York, 257 p.
Lemmin, U. and Rolland, T. (1997). “Acoustic velocity profiler for laboratory and field studies.” Journal of Hydraulic Engineering, ASCE, 123, 1089–1098.
Leopold, L. B., Wolman, M. G., and Miller, J. P. (1964). “Fluvial processes in geomorphology.” W. H. Freeman, San Francisco.
Li, R. M., Simons, D. B., and Stevens, M. A. (1976). “Morphology of Small Streams in Cobble Watersheds.” Journal of the Hydraulic Division, 102(8), 1101–1117.
Limerinos J. T. (1970). “Determination of the Manning coefficient from measured bed roughness in natural channels.” Water Supply Paper 1898-B, U.S. Geological Survey, Washington D.C.
Liu, H. D. (1957). “Mechanics of Sediment Ripple Formation,” Proceedings American Society of Civil Engineers, ASCE, 83 (HY2), 1197–1 to 1197–23.
Long, C. E., Wiberg, P. L., and Novell, A.R.M. (1993). “Evaluation of Von Kármán’s constant from integral flow parameters.” Journal of Hydraulic Engineering, ASCE, 119, 1182–1190.
López, F., and García, M. H. (1998). “Open-Channel Flow Through Simulated Vegetation: Suspended Sediment Transport Modeling,” Water Resources Research, 34(9), 2341–2352.
López, F. and García, M. H. (2001). “Risk of Sediment Erosion and Suspension in Turbulent Flows.” Journal of Hydraulic Engineering, ASCE, 127(3), 231–235.
Lukerchenko, N., Chara, Z., and Vlasak, P. (2006). “2D Numerical model of particle–bed collision in fluid-particle flows over bed.” Journal of Hydraulic Research, IAHR, 44(1), 70–78.
Lyn, D. A. (1991). “Resistance in flat-bed sediment-laden flows.” Journal of Hydraulic Engineering, ASCE, 117, 94–114.
Lyn, D. A. (1993). “Turbulence measurements in open-channel flows over artificial bedforms.” Journal of Hydraulic Engineering, ASCE, 119, 306–326.
Lysne, D. K. (1969). “Movement of sand in tunnels.” Journal of the Hydraulics Division, ASCE, 95, 1835–1846.
Maddux, T. B. (2002). “Turbulent open channel flow over fixed three-dimensional dune shapes.” Ph.D. Thesis, Univiversity of California, Santa Barbara.
Maddux, T. B., Nelson, J. M., and McLean, S. R. (2003a). “Turbulent flow over threedimensional dunes: 1. Free surface and flow response.” Journal of Geophysical Research, 108(F1), 10, 1–10, 19.
Maddux, T. B., Nelson, J. M., and McLean, S. R. (2003b). “Turbulent flow over three-dimensional dunes: 2. Fluid and bed stresses.” Journal of Geophysical Research, 108(F1), 11, 1–11, 17.
Madsen, O. S. (1991). “Mechanics of cohensionless sediment transport in coastal waters.” Coastal Sediments ’91, Kraus N.C., Gingerich K.J., and Kriebel D.L., eds., pp. 15–27, ASCE, New York.
Mahmood, K. (1971). “Flow in Sand-Bed Channels,” Water Management Technical Report 11, Colorado State University, Fort Collins, CO.
Mantz, P. A. (1980). “Semi-empirical correlations for fine and coarse cohesionless sediment transport.” Proceedings Institution of Civil Engineers, 75(2), 1–33.
Mantz, P. A. (1977). “Incipient transport of fine grains and flakes by fluids-extended Shields diagram.” Journal of Hydraulic Engineering, ASCE, 103(6), 601–616.
Mantz, P. A. (1992). “Cohesionless, fine-sediment bed forms in shallow flows,” Journal of Hydraulic Engineering, ASCE, 118, 743–764.
Marchand, J. P., Jarrett, R. D, and Jones, L. L. (1984). “Velocity profile, water-surface slope, and bed-material size for selected streams in Colorado.” U.S. Geological Survey Open File Report, 84–733, 82 pp.
Marsh, N. A., Western, A. W., and Grayson, R. B. (2004). “Comparison of methods for predicting incipient motion for sand beds.” Journal of Hydraulic Engineering, ASCE, 130(7), 616–621.
Maynord, S. T. (1991). “Flow resistance of riprap.” Journal of Hydraulic Engineering, ASCE, 117(6), 687–696.
Maza-Alvarez, J. A., and Garcia-Flores, M. (1996). “Transporte de Sedimentos.” Capitulo 10 del Manual de Ingeniería de Ríos, Series del Instituto de Ingeniería 584, UNAM, Mexico (in Spanish).
McEwan, I. K., Jefcoate, B. J., and Willetts, B. B. (1999). “The grain-fluid interaction as a self-stabilizing mechanics in fluvial bed load transport.” Sedimentology, 46, 407–416.
McLean, S. R. and Smith J.D., A model for flow over two-dimensional bedforms, Journal of Hydraulic Engineering, ASCE, Vol. 112, 300–317, 1986.
McLean, S. R. (1990). “The stability of ripples and dunes.” Earth-Sciences Review, 29, 131–144.
McLean, S. R. (1990). “Depth-integrated suspended-load calculations.” Journal of Hydraulic Engineering, ASCE, 117(11), 1440–1458.
McLean, S. R. (1992). “On the calculation of suspended load for non-cohesive sediments.” Journal of Geophysical Research, 97, 5759–5770.
McLean, S. R., Nelson, J. M., and Shreve, R. L. (1996). “Flow-sediment interactions in separating flows over bedforms.” Coherent flow structures in open channels, Ashworth P.J., Bennett S.J., Best J.L. and McLelland S.J., eds., pp. 203–226, John Wiley and Sons, Chichester.
McLean, S. R., Wolfe, S. R., and Nelson, J. M. (1999). “Predicting boundary shear stress and sediment transport over bed forms.” Journal of Hydraulic Engineering, ASCE, 125, 725–736.
McLean, S. R., Nelson, J. M. and Wolfe, S. R. (1994). “Turbulence structure over two-dimensional bed forms: implications for sediment transport.” Journal of Geophysical Research, 99, 12, 729–747.
Mehta, A. J., Lee, J., and Christensen, B. A. (1980). “Fall velocity of shells as coastal sediment.” Journal of the Hydraulic Division, ASCE, 106 (11), 1727–1744.
Molinas, A. and Wu, B. (2001). “Transport of sediment in large sand-bed rivers.” Journal of Hydraulic Research, IAHR, 39(2), 135–146.
Mendoza, C., and Shen, H. W. (1990). “Investigation of turbulent flow over dunes.” Journal of Hydraulic Engineering, ASCE, 116, 549–477.
Menduni, G., and Paris, E. (1986). “On the prediction of geometric characteristics of dunes.” Third International Symposium on River Sedimentation, Wang S.Y., Shen H.W., and Ding L.Z., eds. The University of Mississippi, Mississippi, Mississippi, 665–674.
Meyer-Peter, E., and Muller, R. (1948). “Formulas for Bedload Transport.” Proceedings of the 2nd Congress, IAHR, Stockholm, 39–64.
Milhous, R. T. (1973). “Sediment transport in a gravel-bottomed stream.” Ph.D. thesis, Oregon State University, Corvallis.
Miller, M. C., McCave, I. N., and Komar, P. D. (1977). “Threshold of sediment motion in unidirectional currents.” Sedimentology, 24, 507–528.
Miller, R. L., and Byrne, R. J. (1966). “The Angle of repose for a single grain on a fixed rough bed.” Sedimentology, 6, 303–314.
Mohrig, D., and Smith, J. D. (1996). “Predicting the migration rates of subaqueous dunes.” Water Resources Research, 10, 3207–3217.
Morris, G. L., and Fan, J. (1997). Reservoir sedimentation handbook. McGraw-Hill.
Mostafa, M. G., and McDermid, R. M. (1971). Discussion of “Sediment transportation mechanics: F. hydraulic relations for alluvial streams.” by the Task Committee for Preparation of Sedimentation Manual, J. Hydraul. Div., Am. Soc. Civ. Eng., 97(HY10), 1777–1780.
Murphy, P. J., and Hooshiari, H. (1982). “Saltation in water dynamics.” Journal of the Hydraulics Division, 108, 1251–1267.
Muste, M. (2002). “Sources of Bias Errors in Flume Experiments on Suspended-Sediment Transport.” Journal of Hydraulic. Research, 40(6), 695–708.
Muste, M., and Patel, V. C. (1997). “Velocity profiles for Particles and Liquid in open-channel flow with suspended sediment.” Journal of Hydraulic Engineering, ASCE, 123 (9), 742–751.
Nakagawa, H., and Tsujimoto, T. (1980). “Sand bed instability due to bed load motion.” Journal of the Hydraulic Division, ASCE, 106(12), 2029–2051.
Nakagawa, H., and Tsujimoto, T. (1984). “Spectral Analysis of Sand Bed Instability.” Journal of Hydraulic Engineering, ASCE, 110(4), 467–483.
Nakato, T. (1984). “Numerical integration of Einstein’s integrals, I1 and I2.” Journal of Hydraulic Engineering, 110(12), 1863–1868.
National Research Council (NRC). (1996). Alluvial fan flooding, National Academy Press, Washington, D.C.
NEDECO (1959). River studies and recommendations on improvement of Niger and Benue, North-Holland Publishing Company, Amsterdam, 1000p.
Neill, C. R. (1968). “Note on Initial Movement of Coarse Uniform Material.” Journal of Hydraulic Research, IAHR, 6(2), 157–184.
Neill, C. R. and Yalin. M. S. (1969). “Qualitative definition of beginning of bed movement.” Journal of the Hydraulics Division, ASCE, 95 (1), 585–587.
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 No. 12, American Geophysical Union, Washington, D.C., 69–102.
Nelson, J. M., McLean, S. R., and Wolfe, S. R. (1993). “Mean flow and turbulence fields over two-dimensional bed forms.” Water Resources Research, 29, 3935–3953.
Nelson, J. M., Shreve, R. L., McLean, S. R., and Drake, T. G. (1995). “Role of near-bed turbulence structure in bed load transport and bed form mechanics.” Water Resources Research, 31, 2071–2086.
Nelson, J. M., Schmeeckle, M. W., Shreve, R. L., and McLean, S. R. (2001). “Sediment entrainment and transport in complex flows.” River, Coastal and Estuarine Morphodynamics, Seminara G. and Blondeaux P., eds., Springer, Berlin, 11–35.
Nemeth, A. A., Hulscher, S.J.M.H. and de Vriend, H. J. (2002). “Modelling sand wave migration in shallow shelf seas,” Continental Shelf Research, 22 (18–19), 2795–2806.
Nezu, I., and Nakagawa, H. (1993). Turbulence in Open-channel Flows. International Association for Hydraulic Research, Monograph Series, Balkema, Rotterdam, The Netherlands.
Nezu, I., and Rodi, W. (1986). “Open-channel flow measurements with a laser Doppler anemometer.” Journal of Hydraulic Engineering, ASCE, 112, 335–355.
Nielsen, P. (1992). “Coastal Bottom Boundary Layers and Sediment Transport.” World Scientific, River Edge, N.J.
Nikora, V. I., and Goring, D. G. (2000). “Flow turbulence over fixed and weakly mobile gravel beds.” Journal of Hydraulic Engineering, ASCE, 126, 679–690.
Nikora, V. I., and Hicks, D. M. (1997). “Scaling relationships for sand wave development in unidirectional flow.” Journal of Hydraulic Engineering, ASCE, 123(12), 1152–1156.
Nikora, V., Goring, D., McEwan, I., and Griffiths, G. (2001). “Spatially-averaged open-channel flow over a rough bed.” Journal of Hydraulic Engineering, ASCE, 127(2), 123–133.
Nikuradse, J. “Laws of flows in rough pipes.” (translation of “Stromungsgesetze in rauhen Rohren.” Forsch. Geb. Ingenieurwes., Ausg. Beill., 4, 361, 1933), National Advisory Committee of Aeronautics Tech Memo 1292, Washington, D.C., 1950, 62 pp.
Niño, Y., García, M. H. and Ayala, L. (1994). “Gravel Saltation I: Experiments.” AGU Water Resources Research, 30(6), 1907–1914.
Niño, Y., and García. M.H. (1994). “Gravel Saltation II: Modeling.” Water Resources Research, AGU, 30(6), 1915–1924.
Niño, Y., and García, M. H. (1996). “Experiments on Particle-Turbulence Interactions in the Near Wall Region of an Open Channel Flow: Implications for Sediment Transport.” Journal of Fluid Mechanics, 326, 285–319.
Niño, Y. and García, M. H. (1998a). “On Engelund’s Analysis of Turbulent Energy and Suspended Load.” Journal of Engineering Mechanics, ASCE, 124(4), 480–483.
Niño, Y. and García, M. H. (1998b). “Using Lagrangian Particle Saltation Observations for Bedload Sediment Transport Modeling.” Hydrological Processes, 12, 1197–1218.
Niño, Y. and García, M. H. (1998c). “Experiments on Saltation of Fine Sand.” Journal of Hydraulic Engineering, ASCE, 124(10), 1014–1025.
Niño, Y. (2002). “A simple model for the downstream variation of sediment median size in Chilean rivers.” Journal of Hydraulic Engineering, ASCE, 128(10), 934–941.
Niño, Y., Atala, A., Barahona, M., and Aracena, D. (2002). “Using a discrete particle model to analyze the development of bedforms.” Journal of Hydraulic Engineering, ASCE, 128(4), 381–389.
Niño, Y., Lopez, F., and Garcia, M. (2003). “Threshold for particle entrainment into suspension.” Sedimentology, 50, 247–263.
Nnadi, F. N., and Wilson, K. C. (1992). “Motion of contact-load particles at high shear stress.” Journal of Hydraulic Engineering, ASCE, 118(12), 1670–1684.
Nordin, C. F., Jr. (1985a). Discussion of “The principle and application of sediment effective power.” Journal of Hydraulic Engineering, ASCE, 111(6), 1023–1024.
Nordin, C. F., Jr. (1985b). “Sediment studies of the rio Orinoco.” Third US-Pakistan Binational Symposium on Mechanics of Alluvial Channels, Lahore, Pakistan.
Nordin, C. F., Jr., and Perez-Hernandez, D. (1985). “The waters and sediments of the Rio Orinoco and its major tributaries, Venezuela and Colombia.” U.S. Geological Survey Open File Report, Washington, D.C.
Novak P., and Cabelka J. (1981). “Models in Hydraulic Engineering,” Pitman, London.
Nowell, A.R.M., and Jumars, P. A. (1984). “Flow environments of aquatic benthos.” Annual Review Ecological Systems, 15, 303–328.
National Research Council (1996). Alluvial fan flooding, National Academy Press, Washington, D.C.
O’Brien, M. P. (1933). “Review of the theory of turbulent flow and its relation to sediment transportation.” Transactions of the AGU, 14, 487–491.
O’Connor, D. J. (1995). “Inner region of smooth pipes and open channels.” Journal of Hydraulic Engineering, ASCE, 121, 555–560.
Ogink, H.J.M. (1988). “Hydraulic roughness of bedforms.” Delft Hydraulics Report M2017, Delft, The Netherlands.
Oldenziel, D. M., and Brink, W. E. (1974). “Influence of suction and blowing on entrainment of sand particles.” Journal of the Hydraulic Division, ASCE, 100(7), 935–949.
Olesen, K. W., (1987). “Bed topography in shallow river bends,” Doctoral Thesis, University of Delft, The Netherlands, 265 p.
Owen, P. R. (1964). “Saltation of uniform grains in air.” Journal of Fluid Mechanics, 20(2), 225–242.
Packman, A. I., and Brooks, N. H. (2001). “Hyporheic exchange of solutes and colloids with moving bed forms.” Water Resources Research, 37, 2591–2605.
Packman, A. I., and MacKay, J. S. (2003). “Interplay of stream subsurface exchange, clay particle deposition, and stream bed evolution.” Water Resources Research, 39, 1097,.
Packman, A. I., Salehin, M., and Zaramella, M. (2004). “Hyporheic exchange with gravel beds: basic hydrodynamic interactions and bedform-induced advective flows.” Journal of Hydraulic Engineering, ASCE, 130, 647–656.
Pacheco-Ceballos, R. (1989). “Transport of sediments: analytical solution.” Journal of Hydraulic Research, IAHR, 27(4), 501–518.
Pacheco-Ceballos, R. (1992). “Bed-load coefficients.” Journal of Hydraulic Engineering, ASCE, 118(10), 1436–1442.
Paintal, A. S. (1971). “Concept of critical shear stress in loose boundary open channels.” Journal of Hydraulic Research, IAHR, 9, 91–113.
Paola, C., and Southard, J. B. (1983). “Autosuspension and the energetics of two-phase flows: reply to comments on “Experimental test of autosuspension,” Earth Surface Processes and Landforms, 8, 273–279.
Papanicolaou, A. N., Diplas, P., Balakrishnan, M., and Dancey, C. L. (1999). “Computer vision technique for tracking bed load movement.” Journal of Computing in Civil Engineering, ASCE, 13(2), 71–79.
Papanicolaou, A., Diplas, P., Dancey, C. L., and Balakrishnan, M. (2001). “Surface roughness effects in near-bed turbulence: Implications to sediment entrainment.” Journal of Engineering Mechanics, ASCE, 127(3), 211–218.
Papanicolaou, A., Diplas, P., Evaggelopoulos, N., and Fotopoulos, S. (2002). “Stochastic incipient motion criterion for spheres under various packing conditions.” Journal of Hydraulic Engineering, ASCE, 128(4), 369–380.
Parker, G. (1975). “Sediment inertia as a cause of river antidunes.” Journal of the Hydraulics Division, ASCE, 101 (HY2), 211–221.
Parker, G. (1979). “Hydraulic geometry of active gravel rivers,” Journal of Hydraulic Engineering, ASCE, 105(9), 1185–1201.
Parker, G. (1990). “Surface-based bedload transport relation for gravel rivers.” Journal of Hydraulic Research, IAHR, 28(4), 417–436.
Parker, G., and Anderson, A. G. (1977). “Basic principles of river hydraulics,” Journal of Hydraulic Engineering, ASCE, 103 (HY9), 1077–1087.
Parker, G. (1978). “Self-formed straight rivers with equilibrium banks and mobile bed, Part 2. The gravel river.” Journal of Fluid Mechanics, 89(1), 127–146.
Parker, G., and Peterson, A. W. (1980). “Bar resistance of gravel bed rivers.” Journal of the Hydraulic Division, ASCE, 106, 1559–1575.
Parker, G. (1982). “Conditions for the ignition of catastrophically erosive turbidity currents.” Marine Geology, 46, 307–327.
Parker, G., Klingeman, P. C., and McLean, D. G. (1982). “Bedload and size distribution in paved gravel-bed streams.” Journal of Hydraulic Engineering, ASCE, 108(4), 544–571.
Parker, G. (1984). “Discussion of ‘Lateral bed load transport on side slopes’,” Journal of Hydraulic Engineering, ASCE, 110(2), 197–199.
Parker, G., and Coleman, N. L. (1986). “Simple model of sediment-laden flows.” Journal of Hydraulic Engineering, ASCE, 112, 356–375.
Parker, G., Fukushima, Y., and Pantin, H. M. (1986). “Self-accelerating turbidity currents.” Journal of Fluid Mechanics, 171, 145–181.
Parker, G., García, M. H., Fukushima, Y., and Yu, W. (1987). “Experiments on turbidity currents over an erodible bed.” Journal of Hydraulic Research, 25(1) 123–147.
Parker, G., Solari, L., and Seminara, G. (2003) “Bedload at low Shields stress on arbitrarily sloping beds: alternative entrainment formulation.” Water Resources Research, 39(7), 1183.
Parker, G. (2005). ID morphodynamics of rivers and turbidity currents. <http://cee.uiuc.edu/people/parkerg/morphodynamics_e-book.htm>.
Parker, G., and García, M. H. (eds.) (2006). River, coastal and estuarine morphodynamics: RCEM 2005 (Vols. I & II), Taylor & Francis/Balkema, Leiden, The Netherlands.
Parker, G., and Toniolo, H. (2007). “Note on the analysis of plunging of density flows.” Journal of Hydraulic Engineering, ASCE, 133(6) 690–694.
Parsons, D. R., Best, J. L., Hardy, R. J., Kostaschuk, R., Lane, S. N. and Orfeo, O. (2005). “Morphology and flow fields of three-dimensional dunes, Rio Paraná, Argentina: results from simultaneous multibeam echo sounding and acoustic Doppler current profiling.”Journal of Geophysical Research, 110(F4), F04S04, DOI.
Pedocchi, F., and García M. H. (2006). “Evaluation of the LISST-ST instrument for suspended particle size distribution and settling velocities.” Continental Shelf Research, 26, 943–958.
Posada-García, L. (1995). “Transport of sands in deep rivers.” Ph.D. Dissertation, Department of Civil Engineering, Colorado State University, Fort Collins, Colorado.
Pyle, R., and Novak, P. (1981). “Coefficient of friction in conduits with large roughness.” Journal of Hydraulic Research, IAHR, 19(2), 119–140.
Ramonell, C. G., Amsler, M. L., and Toniolo, H. (2002). “Shifting modes of the Parana River thalweg in its middle/lower reach.” Zeitschrift für Geomorphologie, Supplementbände, Band 129, 129–142, Berlin-Stuttgart.
Ranga Raju, K. G. and Soni, J. P. (1976). “Geometry of ripples and dunes in alluvial channels.” Journal of Hydraulic Research, IAHR, 14, 77–100.
Ranga-Raju, K. G., Garde, R. J., and Bhardwaj, R. C. (1981). “Total-load transport in alluvial channels,” Journal of the Hydraulics Division, ASCE, 107(2), 179–191.
Raudkivi, A. J. (1990). Loose Boundary Hydraulics, 3rd ed., Pergamon Press, New York.
Raudkivi, A. J. (1998). Loose Boundary Hydraulics. Balkema, The Netherlands.
Raudkivi, A. J., and Witte, H-H. (1990). “Development of bed features.” Journal of Hydraulic Engineering, ASCE, 116, 1063–1079.
Raudkivi, A. J. (1997). “Ripples on stream bed.” Journal of Hydraulic Engineering, ASCE, 116, 58–64.
Reizes, J. A. (1978). “Numerical study of continuous saltation.” Journal of the Hydraulics Division, ASCE, 104(9), 1303–1321.
Reynolds, A. J. (1965). “Waves on the Bed of an Erodible Channel,” Journal of Fluid Mechanics, 22(1), 113–133.
Reynolds, A. J. (1976). “A decade’s investigation of the stability of erodible stream beds.” Nordic Hydrology, 7, 161–180.
Rhoads, B. L. and Welford, M. R. (1991). “Initiation of River Meandering.” Progress in Physical Geography, 15, 127–156.
Richards, K. J. (1980). “The formation of ripples and dunes on an erodible bed.” Journal of Fluid Mechanics, 99, 597–618.
Rickenmann, D. (1991). “Hyperconcentrated flow and sediment transport at steep slopes.” Journal of Hydraulic Engineering, ASCE, 117(11), 1419–1439.
Rickenmann, D. (1991). “Bed load transport and hyperconcentrated flow at steep slopes.” Bechteler, W., Vogel, G., and Vollmers, H. J. (1991). Fluvial Hydraulics of Mountain Regions, Armaninianf A. DiSilvio G., Eds., Lecture Notes in Earth Sciences, Springer-Verlag, Berlin, 429–441.
Robert, A., and Uhlman, W. (2001). “An experimental study on the ripple-dune transition.” Earth Surface Processes and Landforms, 26, 615–629.
Roden, J. E. (1998). The sedimentology and dynamics of mega-dunes, Jamuna River, Bangladesh, Ph.D thesis, Department of Earth Sciences and School of Geography, University of Leeds, Leeds, United Kingdom, 310 pp.
Rouse, H. (1937). “Modern Conceptions of the Mechanics of Turbulence,” Transactions of the American Society of Civil Engineers, vol. 102, Paper No. 1965, 463–543.
Rouse, H. (1938). “Experiments on the mechanics of sediment suspension.” Proceedings, 5th International Congress for Applied Mechanics, vol. 55, 550–554, John Wiley & Sons, New York.
Rouse, H. (1939). “An analysis of sediment transportation in the light of fluid turbulence,” U.S. Department of Agriculture, Soil Conservation Service, SCS-TR 25, Washington D.C.
Rubin, D. M., and Hunter, R. S. (1982). “Bedform climbing in theory and nature.” Sedimentology, 29, 121–138.
Rutherford, J. C. (1994). River Mixing, John Wiley & Sons, New York,
Sambrook-Smith, G. H., Best, J. L., Bristow, C. S., and Petts, G. E., eds. (2006). Braided Rivers: process, deposits, ecology and management. Special Publication 36, International Association of Sedimentologists (IAS), Blackwell, Malden, MA.
Sarma, K.V.N., Lakshminarayana, P., Rao, N.S.L. (1983). “Velocity distribution in smooth rectangular channels.” Journal of Hydraulic Engineering, ASCE, 109, 270–289.
Sarmiento, O. A., and Falcon, M. A. (2006). “Critical Bed Shear Stress for Unisize Sediment.” Journal of Hydraulic Engineering, ASCE, 132(2), 172–179.
Schindler, R. J., and Robert, A. (2004). “Suspended sediment concentration and the ripple-dune transition.” Hydrological Processes, 18, 3215–3227.
Schlichting, H. (1979). Boundary Layer Theory., 7th Edition, McGraw-Hill, New York.
Schmeeckle, M. W. and Nelson, J. M. (2003). “Direct numerical simulation of bedload transport using a local, dynamic boundary condition.” Sedimentology, 50, 279–301.
Schmeeckle, M. W., Nelson, J. M., Pitlick, J., and Bennett, J. P. (2001). “Interparticle collision of natural sediment grains in water.” Water Resources Research, 37, 2377–2391.
Schreider, M. I., and Amsler, M. L. (1992). “Bedform steepness in alluvial streams.” Journal of Hydraulic Research, IAHR, 30(6). 725–742.
Schreider, M. I., Scacchi, G., Franco, F., Fuentes, R. y Moreno, C. (2001). “Aplicación del Método de Lischtvan y Levediev al Cálculo de la Erosión General.” Ingeniería Hidráulica en México, XVI (1), 15–26.
Schumm, S. A., and Winkley, B. R., eds. (1994). The variability of large alluvial rivers, ASCE Press, New York.
Sechet, P., and LeGuennec, B. (1999). “Bursting phenomenon and incipient motion of solid particles in bed-load transport.” Journal of Hydraulic Research, IAHR, 37(5), 683–696.
Sekine, M., and Parker, G. (1992). “Bed-load transport on transverse slope. I.” Journal of Hydraulic Engineering, ASCE, 118(4), 513–535.
Sekine, M., and Kikkawa, H. (1992). “Mechanics of saltating grains. II.” Journal of Hydraulic Engineering, ASCE, 118(4), 536–558.
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. (1995). “Effect of grain sorting on the formation of bedforms.” Applied Mechanics Reviews, 48, 549–563.
Seminara, G., and Blondeaux, P., eds. (2001). River, Coastal and Estuarine Morphodynamics, Springer-Verlag, Berlin.
Seminara, G., Solari, L., and Parker, G. (2002). “Bed load at low Shields stress on arbitrarily sloping beds: failure of the Bagnold hypothesis.” Water Resources Research, 38 (11), 1249.
References 501 through 661 have been omitted.

Information & Authors

Information

Published In

Go to Sedimentation Engineering
Sedimentation Engineering: Processes, Measurements, Modeling, and Practice
Pages: 21 - 163

History

Published online: May 6, 2013

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Chapter
$35.00
Add to cart
Buy E-book
$252.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Chapter
$35.00
Add to cart
Buy E-book
$252.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share