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R. Hirsch (1982)
A Comparison of Four Streamflow Record Extension TechniquesWater Resources Research, 18
(1982)
Gravel bedload transport processes
(1987)
Exploring Idaho Geology, 236 pp., Mineral Land
on Erosion and Sediment Transport in Pacific Rim Steeplands, were measured downstream of a pool on the East Fork River
W. Jackson, R. Beschta (1982)
A model of two-phase bedload transport in an oregon coast range streamEarth Surface Processes and Landforms, 7
T. Dunne, L. Leopold (1978)
Water In Environmental Planning
João Hipólito, João Loureiro (1988)
Analysis of some velocity-area methods for calculating open channel flowHydrological Sciences Journal-journal Des Sciences Hydrologiques, 33
R. Bagnold (1966)
An approach to the sediment transport problem from general physics
G. Nanson (1974)
Bedload and suspended-load transport in a small, steep, mountain streamAmerican Journal of Science, 274
(1992)
Bedload transport in mountain streams, paper presented at Specialty Conference
M. Wolman (1954)
A method of sampling coarse river‐bed materialEos, Transactions American Geophysical Union, 35
D. Walling (1977)
Assessing the accuracy of suspended sediment rating curves for a small basinWater Resources Research, 13
J. Allen (1974)
Reaction, relaxation and lag in natural sedimentary systems: General principles, examples and lessonsEarth-Science Reviews, 10
Whiting Whiting, Stamm Stamm, Moog Moog, Orndorff Orndorff (1998)
Sediment transporting flows in headwater streamsGeol. Sec. Am. Bull.
P. Whiting, J. Stamm, D. Moog, R. Orndorff (1999)
Sediment-transporting flows in headwater streamsGeological Society of America Bulletin, 111
W. Emmett (1979)
A field calibration of the sediment-trapping characteristics of the Helley-Smith bedload sampler
(1987)
Suspended lead in gravel-bed rivers: UK experience
B. Sumer, A. Kozakiewicz, J. Fredsøe, R. Deigaard (1996)
Velocity and concentration profiles in sheet-flow layer of movable bedJournal of Hydraulic Engineering, 122
D. Montgomery, J. Buffington (1997)
Channel-reach morphology in mountain drainage basinsGeological Society of America Bulletin, 109
T. Lisle, M. Madej (1992)
Spatial variation in armouring in a channel with high sediment supply
Some characteristics of fluvial processes in rivers, paper presented at Second International Symposium on River Sedimentation
Lisle Lisle, Hilton Hilton (1992)
The volume of fine sediment in pools: An index of sediment supply in gravel‐bed streamsWater Resour. Res., 28
B. Bluck (1971)
Sedimentation in the meandering River EndrickScottish Journal of Geology, 7
L. Leopold, W. Emmett (1997)
Bedload and river hydraulics - Inferences from the East Fork River, Wyoming
T. Lisle, S. Hilton (1992)
THE VOLUME OF FINE SEDIMENT IN POOLS: AN INDEX OF SEDIMENT SUPPLY IN GRAVEL‐BED STREAMSJournal of The American Water Resources Association, 28
I. Reid, L. Frostick, J. Layman (1985)
The incidence and nature of bedload transport during flood flows in coarse‐grained alluvial channelsEarth Surface Processes and Landforms, 10
(1994)
Bedload and river hydraulics: Inferences
Wolman Wolman (1954)
A method of sampling coarse river bed material (abstract)Eos Trans. AGU, 35
(1987)
Discussion of conceptual models of sediment transport in streams by R. L. Beschta, in Sediment Transport in Gravel-Bed Rivers
M. Wolman, R. Gerson (1978)
Relative scales of time and effectiveness of climate in watershed geomorphologyEarth Surface Processes and Landforms, 3
Department of Geological Sciences
Discussion of conceptual models of sediment ransport in streams by R . L . Beschta , in Sediment Transport in Gravel - Bed Rivers , edited by
The relationship between flow and bed load transport measured for 10 years in six gravel‐bed streams in Idaho exhibits annual hysteresis. At a given flow rate, more bed load is carried by discharges preceding the first annual occurrence of a “threshold” rate, which is characteristic of each stream. Incorporating the effect of hysteresis leads to a small improvement in the fit of the bed load–flow regression. As the turning point for hysteresis, a constant threshold discharge is found to work better than the annual peak discharge. This bimodal hysteresis model is also found to out perform one with a more gradual transition, based on cumulative discharge. These results are interpreted to reflect a buildup of readily moved sediment supplies during the low‐flow periods from late summer to early spring, supplies which are then exhausted by rising springtime discharges up to the threshold. The threshold is greater than mean annual discharge and about one‐half bank‐full discharge.
Water Resources Research – Wiley
Published: Sep 1, 1998
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