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Sample I.D.: 34 Sampled by: W. Wei Start Sieve Size (phi): 0.5 Sample Date: 1/1/1984 Analyzed by: W. Wei End Sieve Size (phi): 4.25 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: 57.0740 grams Sample Wet Sieved? no Comments: Mass of Sample Remaining: grams Dry Sieved Fines Mass: grams Wet Sieved Fines Mass: grams Wet Sieved Silt Mass: grams Wet Sieved Clay Mass: grams Final Total Sample Mass: 57.074 grams Sieve Sieve Weight Freq Cumulative Size Midpoint Weight Weight (phi) (phi) (grams) % % 0.50 0.375 0.0000 0.0000 0.0000 0.75 0.625 0.0620 0.1086 0.1086 1.00 0.875 0.1910 0.3347 0.4433 1.25 1.125 0.6250 1.0951 1.5384 1.50 1.375 2.4510 4.2944 5.8328 1.75 1.625 6.7450 11.8180 17.6508 2.00 1.875 10.6320 18.6284 36.2792 2.25 2.125 18.6400 32.6594 68.9386 2.50 2.375 11.1890 19.6044 88.5429 2.75 2.625 4.1500 7.2713 95.8142 3.00 2.875 1.1820 2.0710 97.8852 3.25 3.125 0.1020 0.1787 98.0639 3.50 3.375 0.0530 0.0929 98.1568 3.75 3.625 0.0440 0.0771 98.2339 4.00 3.875 0.0610 0.1069 98.3408 4.25 4.125 0.9470 1.6592 100.0000 5.00 4.625 0.0000 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 5.00 4.625 0.0000 100.0000 Figure A.25. Granplot analysis of sample 34 Statistical Results Measure Original Data in φ Units Transformed Data Original Data in Millimeters Mean: 2.1104 φ 0.2316 mm 0.2419 mm Standard Deviation: 0.4517 phi-units MV 0.0695 mm Skewness: 1.2963 NU MV 0.8233 NU Kurtosis: 8.5148 NU MV 5.8513 NU 5th Moment Measure: 29.665 NU MV 0.02 NU 6th Moment Measure: 144.298 NU MV 0.03 NU Median: 1.9800 φ 0.2535 mm 0.2544 mm Relative Dispersion: MV MV 0.2875 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 35 30 25 20 15 10 5 0 0.00 1.00 2.00 3.00 4.00 5.00 Grain Size (Phi) 153
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. Central Segment Fluvial Segment 1.0 2.0 3.0 154 Settling Tail 4.0 5.0 Coarser Grain Size (Phi) Finer Figure A.26. Method of SELF determination applied to sample 34
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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
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Figure 4.23. Line A-A’ represents
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Elevation (m) NAVD 88 5.00 4.50 4.0
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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
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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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