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Wind Erosion in Western Queensland Australia

Modelling Land Susceptibility to Wind Erosion in Western ... - Ninti One

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Chapter 4 –Modell<strong>in</strong>g Soil Erodibility DynamicsMarticorena and Bergametti, 1995; Lu and Shao, 2001; Hagen, 2004). Modell<strong>in</strong>g soilerodibility terms of Q <strong>in</strong>stead of u *t limits <strong>in</strong>tegration of the framework <strong>in</strong>to exist<strong>in</strong>g w<strong>in</strong>derosion models. Furthermore, soil erodibility predictions based on Q exist relative to areference w<strong>in</strong>d velocity (e.g. 65 kmh -1 ) at which the w<strong>in</strong>d tunnel experiments were conductedto obta<strong>in</strong> the model expressions (Equations 4.2, 4.3 and 4.6). This means that at higher orlower w<strong>in</strong>d velocities the model may under- or over-predict soil erodibility.Limitation 2. The model does not consider soil moisture effects on soil erodibility. Anextensive body of research has been published on soil moisture effects on w<strong>in</strong>d erosion(Cornelis and Gabriels, 2003). This research has considered soil moisture effects <strong>in</strong> terms ofits <strong>in</strong>fluence on u *t . Modell<strong>in</strong>g soil erodibility <strong>in</strong> terms of soil crust and aggregate conditions,and separate from soil moisture, is legitimate when the soil moisture content is below thethreshold water content that may <strong>in</strong>duce an <strong>in</strong>crease <strong>in</strong> u *t , and therefore decrease <strong>in</strong>erodibility (Fécan et al., 1999). The model will fail <strong>in</strong> situations where the soil moisturecontent is above this threshold. Under these conditions Q m<strong>in</strong> will not be def<strong>in</strong>ed by Equation(4.6), but will be equal to zero. Integrat<strong>in</strong>g a factor to account for soil moisture effects on soilerodibility is feasible and could be achieved by adjust<strong>in</strong>g the output by a ratio of erodibilityunder moist soil conditions to that under dry soil conditions.Limitation 3. The model does not specifically account for the effects of biological soil crustson soil erodibility. The responses of physical and biological crusts to ra<strong>in</strong>fall and disturbancemay vary significantly depend<strong>in</strong>g on antecedent conditions and disturbance types. Belnap andGillette (1998) reported that disturbance to physical soil crusts can have a greater effect on<strong>in</strong>creas<strong>in</strong>g erodibility than disturbance of biological crusts due to a lower capacity to reta<strong>in</strong>aggregation. Account<strong>in</strong>g for these effects under the model framework is beyond the scope ofcurrent research. In a spatial modell<strong>in</strong>g context this may be addressed by <strong>in</strong>corporat<strong>in</strong>gfactors to account for the likely distribution of biological crusts (e.g. Bowker et al., 2006) anddifferential rates of change <strong>in</strong> aggregation.Limitation 4. The model considers only ra<strong>in</strong>fall effects, and not freeze-thaw process effectson soil aggregate breakdown. While the focus of this paper has been to present a frameworkfor modell<strong>in</strong>g soil erodibility dynamics <strong>in</strong> hot, dry rangeland environments, the effects offreeze-thaw processes must not be ignored. The effects of freeze-thaw cycles on soilerodibility could be considered by the addition of a temperature component to the model120

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