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Sample I.D.: 011006-10 Sampled by: Beth Forrest Start Sieve Size (phi): 0.25 Sample Date: 01/10/2006 Analyzed by: Beth Forrest 01/25/2006 End Sieve Size (phi): 4 Fraction Processed Total Sample Pan Sieve Size (phi): 5 Longitude: Latitude: Datum: Sieve Interval (phi): 0.25 Surface Elev: Datum: Water Depth: Number of Splits: 0 Sample Depth in Core: Compaction Corrected? % Compaction: Grab Sample ? Original Sample Dried? yes Air Dried no Oven Dried yes Original Dry Sample Mass: 96.4610 grams Sample Wet Sieved? no Comments: Mass of Sample Remaining: grams Dry Sieved Fines Mass: grams sieved 01/25/2006 Wet Sieved Fines Mass: grams Wet Sieved Silt Mass: grams Wet Sieved Clay Mass: grams Final Total Sample Mass: 96.598 grams Sieve Sieve Weight Freq Size Midpoint Weight (phi) (phi) (grams) % % 0.25 0.125 0.0137 0.0142 0.0142 0.50 0.375 0.1391 0.1440 0.1582 0.75 0.625 0.8300 0.8592 1.0174 1.00 0.875 2.1413 2.2167 3.2341 1.25 1.125 3.4926 3.6156 6.8497 1.50 1.375 7.3689 7.6284 14.4781 1.75 1.625 13.3031 13.7716 28.2498 2.00 1.875 15.4777 16.0228 44.2726 2.25 2.125 17.9282 18.5596 62.8321 2.50 2.375 22.2676 23.0518 85.8840 2.75 2.625 9.7451 10.0883 95.9723 3.00 2.875 3.2167 3.3300 99.3023 3.25 3.125 0.5357 0.5546 99.8568 3.50 3.375 0.0945 0.0978 99.9547 3.75 3.625 0.0189 0.0196 99.9742 4.00 3.875 0.0060 0.0062 99.9804 5.00 4.5 0.0189 0.0196 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 5.00 4.5 0.0000 100.0000 Cumulative Statistical Results Weight Original Data Transformed Original Data Measure Figure A.21. Granplot analysis of sample 011006-10 in φ Units Data in Millimeters Mean: 2.0200 φ 0.2466 mm 0.2619 mm Standard Deviation: 0.4910 phi-units MV 0.0985 mm Skewness: -0.4400 NU MV 1.4887 NU Kurtosis: 3.1088 NU MV 5.9982 NU 5th Moment Measure: -2.844 NU MV 0.06 NU 6th Moment Measure: 18.671 NU MV 0.08 NU Median: 1.9521 φ 0.2584 mm 0.2592 mm Relative Dispersion: MV MV 0.3763 NU Mean, std dev, skewness, kurtosis, 5th & 6th MM calculated using method of moments. MV = meaningless value; NU = no units (i.e. , dimensionless) Transformed data are calculated using mm = 2 - φ 25 20 15 10 5 0 0.00 1.00 2.00 3.00 4.00 5.00 Grain Size (Phi) 149
99.99 99.97 99.9 99.7 99 97.5 95 90 84 80 70 60 50 40 30 20 16 10 5 2.5 1 0.3 0.1 0.03 0.01 0.0 Arithmetic Probability Paper Dashed straight line is the precise Gaussian fit based on the sample mean and standard deviation. Littoral - Waves Central Segment Eolian Segment 1.0 2.0 150 Settling Tail 3.0 4.0 5.0 Coarser Grain Size (Phi) Finer Figure A.22. Method of SELF determination applied to sample 011006-10
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THE FLORIDA STATE UNIVERSITY COLLEG
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ACKNOWLEDGEMENTS I would like to th
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4. RESULTS Laboratory Analyses ....
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LIST OF FIGURES 1.1 Location map of
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preheating is carried out on a heat
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4.17 Site SVI 023. a) Trench. b) Sa
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4.38 Location relative to the Apala
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A.37 Granplot analysis of sample 05
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A.83 Granplot analysis of sample 05
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ABSTRACT The goal of this investiga
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4) To further develop Optically Sti
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the rate of erosion or deposition a
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esult of the buildup of offshore ba
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Recent studies of barriers using Gr
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and, therefore, sea level) (Dorsey,
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Holocene Sea Level Over 900 Holocen
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first is that sea level rose steadi
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Figure 1.2. Beach ridge sets on St.
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-100 Figure 1.4. Pleistocene glacia
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Figure 1.6. The Apalachicola River
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Figure 1.8. Global sea-level histor
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K and L have crest elevations of ap
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Geoarchaeology The earliest inhabit
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Oyster Pond Figure 2.1. Infrared or
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Figure 2.3. St. Vincent Island shor
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Pickalene Middens Paradise Point Si
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At each vibracore or trench locatio
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luminescence signal equivalent to t
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Application of OSL to Coastal Studi
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atio between the first and the fift
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Topographic Surveying Topographic s
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time elapsed between when this ener
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a) b) Figure 3.1. a) Collecting a v
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Increasing energy T CONDUCTION BAND
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Figure 3.5. Sample removed from lar
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Figure 3.7. Location of samples col
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Figure 3.9. Basis of airborne LIDAR
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Sample Sites CHAPTER 4 RESULTS A to
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SVI005 This site is located just we
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collapsed the trench. Therefore, a
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SVI025 This site is located within
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m and 3.7 m respectively. A cross s
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Vincent Island has changed little o
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(sorting). Standard deviation decre
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4,100 and 3,500 years ago. The corr
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Table 4.1 Continued Site Samples Be
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Table 4.3. Measured elevations of S
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Table 4.5. Application of Tanner’
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Table 4.7. OSL age calculations usi
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Table 4.9. Paleosealevel position e
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Figure 4.2. Example of a trench thr
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Figure 4.5. Site SVI 003. Trench ex
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a) b) 050505-01E 050505-01K 050505-
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a) b) 050505-04C 050505-04A Figure
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Figure 4.13. Site SVI 015. Vibracor
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a) b) 011006-15 011006-16 Figure 4.
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a) b) 011106-08 011106-07 011106-10
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Figure 4.21. Dutch gouge-auger core
Page 117 and 118: Figure 4.23. Line A-A’ represents
Page 119 and 120: Elevation (m) NAVD 88 5.00 4.50 4.0
Page 121 and 122: 1200 +/- 100 yr 102 Figure 4.27. GP
Page 123 and 124: 0.65 Set C 0.6 0.55 0.5 Set A 0.45
Page 125 and 126: 6 Set B Set C Set E 5 Set A Set F S
Page 127 and 128: 0.7 Set C 0.6 Set A 0.5 Set E Set F
Page 129 and 130: ENVIRONMENTS OF DEPOSITION -- SKEWN
Page 131 and 132: mean grain size (phi) 3 2.5 2 1.5 1
Page 133 and 134: SVI 015 SVI 002 SVI 003 114 SVI 004
Page 135 and 136: CHAPTER 5 DISCUSSION The beach ridg
Page 137 and 138: vibracore or trench, both of which
Page 139 and 140: Skewness can be used to identify th
Page 141 and 142: island. Another is a C-14 date of 2
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Page 147 and 148: APPENDIX A INDIVIDUAL SIEVE ANALYSI
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Berger, G., 1988, Dating quaternary
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Douglas, B., Kearney, M. and Leathe
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Jol, H.M., Peterson, C.D., Vanderbu
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Northwest Florida Water Management
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Stapor, F.W. and Tanner, W.F., 1977
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BIOGRAPHICAL SKETCH Beth Margaret F
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