2003
DOI: 10.2136/sssaj2003.0713
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Detachment of Undisturbed Soil by Shallow Flow

Abstract: portance of the roles played by raindrop impact and overland flow (Gilley and Finkner, 1985; Bradford et Quantification of soil detachment rates is necessary to establish a al., 1987), the effect of flow depth and sediment load basic understanding of soil erosion processes and to develop fundamental-based erosion models. Many studies have been conducted on on splash (Hirschi and Barfield, 1988; Kemper et al., the detachment rates of disturbed soils, but very little has been done 1985), and transport capacity (… Show more

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Cited by 112 publications
(137 citation statements)
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“…These parameters are frequently used in predicting sediment concentration. Zhang et al (2003) found a linear function between flow velocity and sediment transport. For a given shear stress, detachment rate by shallow flow is primarily associated with flow regime (Nearing and Parker, 1994).…”
Section: Introductionmentioning
confidence: 94%
“…These parameters are frequently used in predicting sediment concentration. Zhang et al (2003) found a linear function between flow velocity and sediment transport. For a given shear stress, detachment rate by shallow flow is primarily associated with flow regime (Nearing and Parker, 1994).…”
Section: Introductionmentioning
confidence: 94%
“…Flow discharge and slope gradient were commonly used to calculate soil detachment rate and transport capacity (Beasley and Huggins, 1982;Julien and Simons, 1985;Zhang et al, 2002Zhang et al, , 2003Zhang et al, , 2008Zhang et al, , 2009. Soil detachment rate and transport capacity increase as a power function of either fl ow discharge or slope gradient.…”
Section: Introductionmentioning
confidence: 99%
“…Some studies indicated that soil detachment rate in rills could be predicted well by shear stress, stream power, or unit length shear force (Nearing et al, 1991(Nearing et al, , 1999Elliot and Lafl en, 1993;Gimenez and Govers, 2002;Zhang et al, 2003). However, other studies showed that unit stream power was the best variable to compute soil detachment in rills (Yang, 1972;Govers, 1990Govers, , 1992Shih and Yang, 2009).…”
Section: Introductionmentioning
confidence: 99%
“…In fact, as nearly all RS test plots received the same rainfall intensity (i), interrill erodibility is proportional to SY, that is K i ¼ SY/i. Conceptually for bare or untreated soils, erodibility is only soil dependent, however erosion rate also depends on slope (S) and runoff rate (q R ) or stream power (P ¼ Sq R ); some have suggested that soil detachment is better described by power forms of P in which S and q R are raised to powers of approximately 2 and 1Á3, respectively (Zhang et al, 2002(Zhang et al, , 2003. Here, we consider the effects of q R (or infiltration rate) and slope on SY independently after first examining the strength of the correlation between SC and SY for the different soils.…”
Section: Resultsmentioning
confidence: 99%