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Sample I.D.: E Sampled by: Dave Clark Start Sieve Size (phi): 0 Sample Date: January 24/25, 1985 Analyzed by: Dave Clark 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: grams Sample Wet Sieved? no Comments: Mass of Sample Remaining: grams Sample collected on January 24th or 25th of 1985 by Dave Clark Dry Sieved Fines Mass: grams Sample collected from a depth of 1 ft, parallel to laminae or present depositional plane Wet Sieved Fines Mass: grams Wet Sieved Silt Mass: grams Wet Sieved Clay Mass: grams Final Total Sample Mass: 66.603 grams Sieve Sieve Weight Freq Cumulative Size Midpoint Weight Weight (phi) (phi) (grams) % % 0.00 -0.125 0.0020 0.0030 0.0030 0.25 0.125 0.0060 0.0090 0.0120 0.50 0.375 0.0060 0.0090 0.0210 0.75 0.625 0.0190 0.0285 0.0495 1.00 0.875 0.0650 0.0976 0.1471 1.25 1.125 0.2620 0.3934 0.5405 1.50 1.375 1.3260 1.9909 2.5314 1.75 1.625 3.9400 5.9156 8.4471 2.00 1.875 8.8640 13.3087 21.7558 2.25 2.125 17.6720 26.5333 48.2891 2.50 2.375 16.0740 24.1340 72.4232 2.75 2.625 12.5250 18.8055 91.2286 3.00 2.875 4.3590 6.5448 97.7734 3.25 3.125 1.2200 1.8317 99.6051 3.50 3.375 0.1570 0.2357 99.8408 3.75 3.625 0.0250 0.0375 99.8784 4.00 3.875 0.0040 0.0060 99.8844 4.25 4.125 0.0770 0.1156 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 Figure A.127. Granplot analysis of sample E from seaward side of beach ridges (1/2 distance from top to bottom) Ridge Set L Measure 255 Statistical Results Original Data Transformed in φ Units Data Mean: 2.2689 φ 0.2075 mm Standard Deviation: 0.3864 phi-units MV Skewness: -0.0712 NU MV Kurtosis: 3.7990 NU MV 5th Moment Measure: 0.294 NU MV 6th Moment Measure: 36.869 NU MV Median: 2.1427 φ 0.2265 mm Relative Dispersion: MV MV Original Data in Millimeters 0.2150 mm 0.0602 mm 1.3622 NU 9.0659 NU 0.06 NU 0.15 NU 0.2267 mm 0.2801 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 30 25 20 15 10 5 0 0.00 1.00 2.00 3.00 4.00 5.00 Grain Size (Phi)
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 Fluvial Segment 1.0 2.0 3.0 256 Settling Tail 4.0 5.0 Coarser Grain Size (Phi) Finer Figure A.128. Method of SELF determination applied to sample E
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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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1200 +/- 100 yr 102 Figure 4.27. GP
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0.65 Set C 0.6 0.55 0.5 Set A 0.45
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6 Set B Set C Set E 5 Set A Set F S
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0.7 Set C 0.6 Set A 0.5 Set E Set F
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ENVIRONMENTS OF DEPOSITION -- SKEWN
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mean grain size (phi) 3 2.5 2 1.5 1
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SVI 015 SVI 002 SVI 003 114 SVI 004
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CHAPTER 5 DISCUSSION The beach ridg
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vibracore or trench, both of which
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Skewness can be used to identify th
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island. Another is a C-14 date of 2
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sea level. It was at this point tha
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The fourth hypothesis was that sea-
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APPENDIX A INDIVIDUAL SIEVE ANALYSI
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Page 277 and 278: Berger, G., 1988, Dating quaternary
Page 279 and 280: Douglas, B., Kearney, M. and Leathe
Page 281 and 282: Jol, H.M., Peterson, C.D., Vanderbu
Page 283 and 284: Northwest Florida Water Management
Page 285 and 286: Stapor, F.W. and Tanner, W.F., 1977
Page 287 and 288: BIOGRAPHICAL SKETCH Beth Margaret F
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