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M. Leeder (1979)
‘Bedload’ dynamics: Grain-grain interactions in water flows, 4
Francis Francis (1973)
Experiments on the motion of solitary grains along the bed of a water‐streamProceedings, Royal Society of London, 332A
M. Leeder (1979)
‘Bedload’ dynamics: Grain impacts, momentum transfer and derivation of a grain froude number, 4
H. Einstein (1950)
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T. Davies (1982)
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Bed load transport by natural riversWater Resources Research, 13
J. Allen (1972)
Instability of an upper-phase plane bed: a test of Bagnold's criterionSedimentary Geology, 8
J. Smith, S. Mclean (1977)
Spatially averaged flow over a wavy surfaceJournal of Geophysical Research, 82
M. Leeder (1977)
Bedload stresses and Bagnold's bedform theory for water flows, 2
J. Abbott, J. Francis (1977)
Saltation and suspension trajectories of solid grains in a water streamPhilosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences, 284
F. Engelund, J. Fredsøe (1976)
A Sediment Transport Model for Straight Alluvial ChannelsHydrology Research, 7
Allen Allen, Leeder Leeder (1980)
Criteria for the instability of upper‐stage plane bedsSedimentology, 27
R. Luque (1976)
Erosion And Transport Of Bed-Load SedimentJournal of Hydraulic Research, 14
Pratt Pratt (1973)
Bagnold approach and bed‐form developmentJournal of the Hydraulics Division, American Society of Civil Engineers, 99
R. Bagnold (1956)
The flow of cohesionless grains in fluidsPhilosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences, 249
R. Bagnold (1974)
Fluid forces on a body in shear-flow; experimental use of ‘stationary flow'Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences, 340
R. Bagnold (1973)
The nature of saltation and of ‘bed-load’ transport in waterProceedings of the Royal Society of London. A. Mathematical and Physical Sciences, 332
Leeder Leeder (1979a)
“Bedload”: grain‐grain interactions in water flowsEarth Surface Processes, 4
Engelund Engelund, Fredsoe Fredsoe (1976)
A sediment transport model for straight alluvial channelsNordic Hydrology, 7
Department of Geological Sciences, State University of New York, Binghamton, New Y r 13901. U.S.A. ok Received 31 January 1980 Revised 1 April 1980 KEY WORDS Bedload theory Bagnold Since Bagnoldâs (1956) classic paper on the bedload stresses set up during transport of cohesionless grains in fluids, many authors have quoted his work but only recently have his assumptions been examined critically (e.g. Allen (1972); Pratt (1973); Luque and Van Beek (1976); Engelund and Fredsoe (1976); Leeder (1977, 1979a, b); Allen and Leeder (1980)). In particular, a recent sediment transport model by Engelund and Fredsoe (1976), which is both simple and apparently accurate, uses many of Bagnoldâs concepts, and results in a very similar bedload function. This note is intended to show how some of Bagnoldâs earlier and latest ideas are confirmed and modified by this recent work, and to tentatively suggest further improvement. The following bedload transport theory is taken largely from Engelund and Fredsoe (1976) but with some modifications. Consider the average drag force, F, acting on a single sphere moving over a plane bed. For steady , average motion o the grain the applied fluid force must be resisted by a frictional force resulting from
Earth Surface Processes and Landforms – Wiley
Published: Mar 1, 1981
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