2008
DOI: 10.1016/j.geoderma.2008.01.015
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A rational method for estimating erodibility and critical shear stress of an eroding rill

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Cited by 34 publications
(21 citation statements)
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“…(3)-(5)) detachment was not limited. Similar relationships were found by Ciampalini and Torri (1998), Knapen et al (2007), Lei et al (2008) and Zhu et al (2001). The contrasting results of Eqs.…”
Section: Rainfall Simulationssupporting
confidence: 80%
“…(3)-(5)) detachment was not limited. Similar relationships were found by Ciampalini and Torri (1998), Knapen et al (2007), Lei et al (2008) and Zhu et al (2001). The contrasting results of Eqs.…”
Section: Rainfall Simulationssupporting
confidence: 80%
“…A rational method for determining the soil erodibility and critical shear stress of rill erosion under concentrated flow was advanced by Lei et al (2008). Using their method, soil erodibility of a loess soil was determined to be 0.3211 ± 0.0005 kg N − 1 s − 1 , and the critical shear stresses τ c were found to increase with slope gradient, i.e., τ c was 3.191 N m − 2 , 3.960 N m − 2 , 4.130 N m − 2 , 4.385 N m − 2 , 4.565 N m − 2 for slopes of 5°, 10°, 15°, 20°, and 25°respectively.…”
Section: Rill Erodibilitymentioning
confidence: 99%
“…The simulated sediment concentrations along rills, under different slope and flow rate conditions with parameter sets including transport capacity, rill erodibility and critical shear stress estimated by Lei et al (2001Lei et al ( , 2008, were compared with the experimental data collected under the same conditions, as shown by the Rational T c and K r line in Fig. 1a-m.…”
Section: Comparison Of Simulated Rill Erosion Processes With Experimementioning
confidence: 99%
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