1983
DOI: 10.1029/wr019i006p01627
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Organic detritus particles: Initiation of motion criteria on sand and gravel beds

Abstract: Laboratory experiments were used to extend the application of the Shields entrainment function to both organic sediments and inorganic sediments overpassing a bed composed of particles of a different size. A total of 89 flume experiments were conducted to simulate organic sediment motion over sand and gravel stream beds. Although the study emphasis was on organic particles, some of the test included inorganic sediments. The bed particle diameters ranged from 0.7 x 10-3m to 22 x 10-3rn, while the organic partic… Show more

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Cited by 18 publications
(10 citation statements)
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“…Additionally, Cushing et al (1993) noted that FPOM might be resuspended and exported after initial deposition in the streambed. Potentially, this may occur more frequently under more turbulent, higher flows (Fisher et al 1983). Table 3 Parameter estimates for the fixed and random effects of the AIC favoured model for SM.…”
Section: Discussionmentioning
confidence: 99%
“…Additionally, Cushing et al (1993) noted that FPOM might be resuspended and exported after initial deposition in the streambed. Potentially, this may occur more frequently under more turbulent, higher flows (Fisher et al 1983). Table 3 Parameter estimates for the fixed and random effects of the AIC favoured model for SM.…”
Section: Discussionmentioning
confidence: 99%
“…For example, large grains on a bed composed primarily of fines are more exposed and hence more susceptible to transport. Data from Fenton and Abbot [1977] and Fisher et al [1983], together with the analysis of Wiberg and Smith [1987] indicate that a “perched” grain with diameter 5 times larger than the diameter of the grains which comprise the bed has a critical shear velocity that is reduced by a factor of √6 compared to the necessary shear velocity for the case where the same grain rests on a bed of particles of the same size. Further, even sparse coverage of coarse sediment inhibits the transport of finer grains, because the larger grains extract momentum from the flow [ Gillette and Stockton , 1989; Nickling and McKenna Neuman , 1995].…”
Section: Theory and Methodsmentioning
confidence: 99%
“…Many previous and later studies have shown that Shields values are affected by whether bed particles are loose and easily mobilized or restrained by bed structures and by particle interlock. Particle entrainment has been reported to be affected by particle imbrication Gordon et al, 1992], by different particle shapes , the presence of particle clusters [Brayshaw et al, 1983], by particle hiding and protrusion, bed sorting, pocket, and pivot angles [Isbash, 1936;White, 1940;Fenton and Abbott, 1977;Parker et al, 1982;Andrews, 1983;Fisher et al, 1983;Wiberg and Smith, 1987;Kirchner et al, 1990;Andrews and Smith, 1992;Carling et al, 1992;Andrews, 1994;Ferguson, 2012]; by packing density [Gordon et al, 1992], stone structures [Church et al, 1998;Hassan and Church, 2000], as well as by antecedent flow and bed conditions [e.g., Gomez, 1983;Reid et al, 1985;Beschta, 1987;Turowski et al, 2011]. An increasingly wider range of Shields values from <0.03 to >0.5 has been reported for steep channels [Bathurst et al, 1983[Bathurst et al, , 1987Lepp et al, 1993;Rosgen, 1994Rosgen, , 1996Shvidchenko and Pender, 2000;Buffington and Montgomery, 2001;Buffington et al, 2004Buffington et al, , 2006Zimmermann et al, 2010;Bunte et al, 2010a;Comiti and Mao, 2012].…”
Section: Introductionmentioning
confidence: 99%