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Sedimentation and detrital gold  225

            4.4    Entrainment, transport and sorting

            Weathering on slopes marks the beginning of mobilisation of sediments by the
            various agents of erosion (glaciers, rainwater and wind). Spoil gouged out of the
            valley floor and walls by glacial erosion (plucking and abrasion) may be
            transported for considerable distances before being dumped at the foot of the
            glacier. Rainwater disturbs surface particles by impact when it strikes the ground
            and continued precipitation leads to sheet flow and rivulets, which wash the
            lighter particles away. Water seeping downwards along seepage planes fills the
            voids between particles and provides lubrication for the mass to move as a
            whole. Wind sweeping over the ground entrains small waste particles, which are
            carried away from the surface by deflation processes involving traction, saltation
            and for dust-sized particles, suspension.


            4.4.1 Mechanism of entrainment

            Mathematical explanations of entrainment conditions at the threshold of
            movement are typically restricted to analytical expressions of the resultant
            force acting on a spherical particle free to move on a horizontal planar bed. A
            number of general models related to the transportation of sediment in gravity
            treatment plant are discussed in Chapter 8, particularly those modified from
            empirical relationships proposed by Bagnold (1966) for conditions of steady,
            uniform, simple shear flow of neutrally buoyant spherical particles. Application
            of this approach to bed-load movement as a whole however, necessitates
            describing various aspects of the phenomenon by certain functions of unknown
            form. In 1936, the approach by Shields was to make certain gross assumptions
            and then to confirm and supplement the analysis experimentally. His analysis of
            the entrainment function (Fig. 4.17) foreshadowed other works including Rigby
            and Hamblin (1972). Variation in character between sandy (cohesionless) and
            clayey (cohesive) material is due to properties such as structure and chemical
            composition.

            Cohesive sediment

            The most common `cohesive' materials are beds composed of very fine par-
            ticles. Particles smaller than 0.06 mm diameter (e.g., clays and fine silts) have
            very large surface area/mass ratios and are bonded together mechanically or by
            electrostatic attraction or by both. Chemical reactions occur mostly at the
            surface of contact between water and mineral particles, particularly in the
            presence of colloidal organic materials. In clayey soils the process of cation
            exchange of mineral elements between colloid molecules and the soil solution
            rearranges the molecules so that positively charged and negatively charged ions
            will ultimately be attracted to and held onto their surfaces. The very large
            surface area of clay particles provides a great water-holding capacity.
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