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Sediment Analyses<br />

In addition to samples collected for OSL dating, samples were collected for<br />

granulometric analysis. Samples were collected by pushing small, clear plastic sample vials<br />

horizontally into <strong>the</strong> trench face or by subsampling vibracores. Samples were brought back to<br />

<strong>the</strong> lab, weighed <strong>and</strong> dried to provide an estimate <strong>of</strong> modern moisture content. The samples were<br />

<strong>the</strong>n mechanically separated on a Ro-tap using 8-inch diameter screens stacked at ¼ phi intervals<br />

between (<strong>and</strong> including) 4.0 phi <strong>and</strong> –1.0 phi (1/16 mm to 2 mm). Based on <strong>the</strong> procedure<br />

outlined in Socci <strong>and</strong> Tanner (1980), each sample was shaken for 30 minutes. Each grain size<br />

fraction was weighed <strong>and</strong> results were analyzed using <strong>the</strong> GRANPLOTS program (Balsillie et<br />

al., 2002).<br />

Two additional sets <strong>of</strong> data were analyzed. Tanner (1992 <strong>and</strong> unpublished data) collected<br />

<strong>and</strong> analyzed a series <strong>of</strong> grab samples from several transects across St. Vincent Isl<strong>and</strong> in 1984<br />

<strong>and</strong> 1985. Samples were collected from <strong>the</strong> seaward faces <strong>of</strong> successive ridges from a depth <strong>of</strong><br />

30 cm. Figure 3.7 shows <strong>the</strong> locations <strong>of</strong> <strong>the</strong> samples that were collected by Tanner.<br />

The GRANPLOTS program provides complete granulometric analyses including data<br />

listing, moment measure calculations <strong>and</strong> frequency <strong>and</strong> cumulative plots. Probability plots were<br />

interpreted using Tanner’s (1986, 1991) SELF (Settling-Eolian-Littoral-Fluvial) method. In this<br />

method, basic line segment geometries are used to identify transpo-depositional signatures. The<br />

line geometries were determined by Tanner (1986, 1991) as a result <strong>of</strong> <strong>the</strong> analysis <strong>of</strong> over<br />

11,000 sediment samples from known environments. The basis <strong>of</strong> this method is shown in<br />

Figure 3.8. Line AEF represents <strong>the</strong> Gaussian distribution. Line segment B indicates that <strong>the</strong><br />

operating transpo-depositional element is wave activity. The point relative to segment E is <strong>the</strong><br />

so-called surf break. This gentle slope indicates s<strong>and</strong> deposition on a beach. The higher <strong>the</strong><br />

slope, <strong>the</strong> greater <strong>the</strong> wave energy. Segment C indicates eolian processes. The point relative to<br />

segment B is <strong>the</strong> so-called eolian hump. Segment G represents <strong>the</strong> low energy tail termed <strong>the</strong><br />

settling tail <strong>and</strong> may indicate a lowering <strong>of</strong> <strong>the</strong> depositional energy for <strong>the</strong> total distribution or for<br />

distribution segments containing coarser sediment. It signifies settling <strong>of</strong> sediment grains<br />

suspended in water. The data collected during <strong>the</strong> grain size analyses is presented in Chapter 4.<br />

41

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