1983
DOI: 10.1130/0016-7606(1983)94<1225:eogfns>2.0.co;2
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Entrainment of gravel from naturally sorted riverbed material

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Cited by 376 publications
(312 citation statements)
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“…For slag particles of equal size, those pertaining to the M 10 /D 50 <0.8 category are mobilized by much larger specific stream powers. This observation, based on field measurements, supports experimental results obtained in flumes (Fenton & Abott, 1977;Andrews, 1983;Petit, 1994).…”
Section: Comparison Between Slag Size (M 10 ) In the Plateau Reaches supporting
confidence: 79%
“…For slag particles of equal size, those pertaining to the M 10 /D 50 <0.8 category are mobilized by much larger specific stream powers. This observation, based on field measurements, supports experimental results obtained in flumes (Fenton & Abott, 1977;Andrews, 1983;Petit, 1994).…”
Section: Comparison Between Slag Size (M 10 ) In the Plateau Reaches supporting
confidence: 79%
“…Although size distributions of bed load and subsurface material can be expected to be equal [Parker, 1982;Andrews, 1983], bed load was substantially finer than subsurface material sampled at riffle crests. The proportion of sand in bed load, for example, was 2-3 times greater (Table 1).…”
Section: Bed Materialsmentioning
confidence: 99%
“…Some studies [e.g., Andrews, 1979;Hayward, 1980;Jackson and Beschta, 1982] suggest that transport rate in gravel bed rivers may not always be a direct function of water discharge and emphasize the role of sediment supply. On the basis of field measurements, two phases of bed load transport have been suggested [Emmett, 1976;Jackson and Beschta, 1982;Andrews, 1983;Wilcock, 1998]. Phase 1 consists of fine material, mainly sand, moving over a stable bed.…”
Section: Introductionmentioning
confidence: 99%