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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 Dynamicsunderstand<strong>in</strong>g of factors driv<strong>in</strong>g temporal changes <strong>in</strong> soil erodibility to w<strong>in</strong>d. It is hoped thatthis will <strong>in</strong>cite discussion and research action that is required to quantify relationshipsbetween controls on soil erodibility so that robust predictive models can be developed.4.2 Aggregation, Soil Crusts and Soil ErodibilityBagnold (1941) demonstrated by laboratory w<strong>in</strong>d tunnel experimentation that as gra<strong>in</strong>diameter decreases, u *t decreases toward a m<strong>in</strong>imum where gra<strong>in</strong> diameter is ~0.08 mm.Further reductions <strong>in</strong> gra<strong>in</strong> size result <strong>in</strong> an <strong>in</strong>crease <strong>in</strong> u *t . As described <strong>in</strong> Section 2.2.3,Iversen and White (1982) attributed the <strong>in</strong>crease <strong>in</strong> u *t for small gra<strong>in</strong> sizes to enhanced <strong>in</strong>terparticlecohesion between f<strong>in</strong>e (clay) gra<strong>in</strong>s. In field situations the effect of <strong>in</strong>ter-particlecohesion is seen across all soil textures, with particle-bond<strong>in</strong>g driv<strong>in</strong>g soil aggregation andsurface crust<strong>in</strong>g. Chepil (1950a) demonstrated that soil aggregate size is directly related toerodibility, with aggregates 0.84 mm non-erodible. The dry aggregate size distribution (DASD) thusdrives the availability of loose erodible material on a soil surface. The physical mechanismbeh<strong>in</strong>d the aggregation-erodibility relationship can be drawn back to gra<strong>in</strong> (aggregate) sizeeffects on u *t , with <strong>in</strong>creased aggregation result<strong>in</strong>g <strong>in</strong> an <strong>in</strong>crease <strong>in</strong> surface roughness (z 0 )and energy required for gra<strong>in</strong> mobilisation. Once gra<strong>in</strong> mobilisation has occurred, DASD andsurface crust<strong>in</strong>g will <strong>in</strong> turn affect the saltation load, abrasion efficiency, and potential dustproduction.DASD characteristics are driven by processes of aggregate formation and breakdown(Breun<strong>in</strong>ger et al., 1989). A primary control on aggregate formation is soil texture, with soilparticle size and m<strong>in</strong>eralogy affect<strong>in</strong>g <strong>in</strong>ter-particle bond<strong>in</strong>g (Harris et al., 1966). Bondstrength is subject to the nature of particle contacts. The plate-like structure of f<strong>in</strong>e clayparticles provides large <strong>in</strong>ter-particle contact surfaces, and so a greater potential for bond<strong>in</strong>gthan <strong>in</strong> soils with sub-rounded or angular particles, e.g. sands (Smalley, 1970). As sandy soilsare least susceptible to aggregate formation, they are also the most consistently erodible(Chapter 2, Section 2.2.4). As clay soils have the most potential for aggregate formation, theydisplay the greatest range of variability <strong>in</strong> aggregation and therefore erodibility (Chepil,1954).102

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