Introduction to Morphodynamics For the original references on the work of Exner see Graf, W., 1971, Hydraulics of Sediment Transport, McGraw Hill, New York, 513 p. Sediment Properties Dietrich, E. W., 1982, Settling velocity of natural particles, Water Resources Research, 18 (6), 1626-1982. Overview of Fluid Mechanics Kamphuis, J.W., 1974, Determination of Sand Roughness for Fixed Beds, Journal of Hydraulic Research, 12(2), 193-202. Mellor, G. and Yamada, T., 1974, A hierarchy of turbulence closure models for planetary boundary layers: Journal of Atmospheric Science, v. 31, 1791-1806. Schlichting, H., 1968, Boundary-Layer Theory, 6th edition. McGraw-Hill, New York, 748 p. Threshold of Motion Brownlie, W. R., 1981, Prediction of flow depth and sediment discharge in open channels, Report No. KH-R-43A, W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, California, USA, 232 p. Ikeda, S., 1982, Incipient motion of sand particles on side slopes, Journal of Hydraulic Engineering, 108(1), 95-114. Neill, C. R., 1968, A reexamination of the beginning of movement for coarse granular bed materials, Report INT 68, Hydraulics Research Station, Wallingford, England.
Threshold of Motion (contd.) 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). Shields, I. A., 1936, Anwendung der ahnlichkeitmechanik und der turbulenzforschung auf die gescheibebewegung, Mitt. Preuss Ver.-Anst., 26, Berlin, Germany. Skin Friction and Form Drag Einstein, H. A., 1950, The Bed-load Function for Sediment Transportation in Open Channel Flows, Technical Bulletin 1026, U.S. Dept. of the Army, Soil Conservation Service. Einstein, H. A and Barbarossa, N. L., 1952, River Channel Roughness, Journal of Hydraulic Engineering, 117. Engelund, F. and E. Hansen, 1972, A Monograph on Sediment Transport, Technisk Forlag, Copenhagen, Denmark. Wright, S. and G. Parker, in press, Flow resistance and suspended load in sand-bed rivers: simplified stratification model, Journal of Hydraulic Engineering. Relations for Bedload Transport Ashida, K. and M. Michiue, 1972, Study on hydraulic resistance and bedload transport rate in alluvial streams, Transactions, Japan Society of Civil Engineering, 206: 59-69 (in Japanese). Dohmen-Janssen, M., 1999, Grain size influence on sediment transport in oscillatory sheet flow Ph.D. thesis, Technical University of Delft, the Netherlands, 246 p. Engelund, F., 1974, Flow and bed topography in channel bends, Journal of Hydraulic Engineering, 100(11), 1631-1648.
Relations for Bedload Transport (contd.) Engelund, F. and J. Fredsoe, 1976, A sediment transport model for straight alluvial channels, Nordic Hydrology, 7, 293-306. Fernandez Luque, R. and R. van Beek, 1976, Erosion and transport of bedload sediment, Journal of Hydraulic Research, 14(2): 127-144. Fredsoe, J. and Deigaard, R., 1994, Mechanics of Coastal Sediment Transport, World Scientific, ISBN 9810208405, 369 p. Hasegawa, K., 1981, Research on an equation of bank erosion considering non-equilibrium conditions, Proceedings Japan Society of Civil Engineering, 316(12), 37-50. Horikawa, K., 1988, Nearshore Dynamics and Coastal Processes, University of Tokyo Press, 522 p. Johannesson, H., and G. Parker, 1989, Linear theory of river meanders, Water Resources Monograph, Vol 12 (S. Ikeda and G. Parker, eds.) American Geophysical Union, 181-212. Kovacs, A. and G. Parker, 1994, A new vectorial bedload formulation and its application to the time evolution of straight river channels, J. Fluid Mech., 267, 153-183. Meyer-Peter, E., and R. Müller, 1948, Formulas for bed-load transport, Proceedings, 2nd Congress International Association for Hydraulic Research, Rotterdam, the Netherlands, 39-64. Parker, G., 1979, Hydraulic geometry of active gravel rivers, Journal of Hydraulic Engineering, 105(9), 1185-1201.
Relations for Bedload Transport (contd.) Parker, G., L. Solari, L. and G. Seminara, in press, Bedload at low Shields stress on arbitrarily sloping beds: alternative entrainment formulation, Water Resources Research. Sekine, M. and G. Parker, 1992, Bed-load transport on transverse slopes. I, Journal of Hydraulic Engineering, 118(4), 513-535. Schlichting, H., 1968, Boundary-Layer Theory, 6th edition. McGraw-Hill, New York, 748 p. Shields, I. A., 1936, Anwendung der ahnlichkeitmechanik und der turbulenzforschung auf die gescheibebewegung, Mitt. Preuss Ver.-Anst., 26, Berlin, Germany. Struiksma, N., K. W. Olesen, C. Flokstra and H. J. de Vriend, 1985, Bed deformations in curved alluvial channels, Journal of Hydraulic Research, 23(1), 57-79. Wong, M. and Parker, G., 2003, Does the bedload equation of meyer-peter and müller fit its own data?, Proceedings, 3rd Conference on River, Coastal and Estuarine Morphodynamics, Barcelona, September 1-5. Relations for Entrainment of Bed Sediment into Suspension García, M., and G. Parker, 1991, Entrainment of bed sediment into suspension, Journal of Hydraulic Engineering, 117(4): 414-435. van Rijn, L. C., 1984, Sediment transport. II: Suspended lload transport Journal of Hydraulic Engineering, 110(11), 1431-1456. Smith, J. D. and S. R. McLean, 1977, Spatially averaged flow over a wavy surface, Journal of Geophysical Research, 82(12): 1735-1746.
Relations for Entrainment of Bed Sediment into Suspension (contd.) Wright, S. and G. Parker, in press, Flow resistance and suspended load in sand-bed rivers: simplified stratification model, Journal of Hydraulic Engineering. Formulation for Suspended Sediment Mellor, G. and Yamada, T., 1974, A hierarchy of turbulence closure models for planetary boundary layers: Journal of Atmospheric Science, v. 31, 1791-1806. Rouse, H., 1939, Experiments on the mechanics of sediment suspension, Proceedings 5th International Congress on Applied Mechanics, Cambridge, Mass,, 550-554. Smith, J. D. and S. R. McLean, 1977, Spatially averaged flow over a wavy surface, Journal of Geophysical Research, 82(12): 1735-1746. Sediment Transport in Wave Boundary Layers; Formulation for Wave-Current Boundary Layers Most of the lecture material is based on: Grant, W. D. and Madsen, O. S., 1979, Combined wave and current interaction with a rough bottom, J. Geophysical Research 84(C4), 1979, 1797-1808. Fredsoe, J. and Deigaard, R., 1994, Mechanics of Coastal Sediment Transport, World Scientific, ISBN 9810208405, 369 p. See also: Glenn, S. M. and Grant, W. D., 1987, A suspended sediment stratification correction for combined wave and current flows, J. Geophysical Research 92(C8), 8244-8264.
Sediment Transport in Wave Boundary Layers; Formulation for Wave-Current Boundary Layers (contd.) Dyer, K. R. and Soulsby, R. L., 1988, Sand transport on the continental shelf, Annual Review of Fluid Mechanics, 20, 295-324. Wiberg, P. L., Drake, D. E. and Cacchione, D. A., 1994, Sediment resuspension and bed armoring during high bottom stress events on the northern California inner continental shelf: measurements and predictions, Continental Shelf Research, 14(10/11), 1191-1219.