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Sample I.D.: 12 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: 47.2390 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: 47.239 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 0.0830 0.1757 0.1757 1.00 0.875 0.1480 0.3133 0.4890 1.25 1.125 0.3390 0.7176 1.2066 1.50 1.375 0.7970 1.6872 2.8938 1.75 1.625 2.5190 5.3325 8.2263 2.00 1.875 5.3030 11.2259 19.4521 2.25 2.125 12.1770 25.7774 45.2296 2.50 2.375 11.8390 25.0619 70.2915 2.75 2.625 8.3650 17.7078 87.9993 3.00 2.875 4.8230 10.2098 98.2091 3.25 3.125 0.7060 1.4945 99.7036 3.50 3.375 0.0720 0.1524 99.8561 3.75 3.625 0.0220 0.0466 99.9026 4.00 3.875 0.0160 0.0339 99.9365 4.25 4.125 0.0300 0.0635 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 Measure Mean: Standard Deviation: Skewness: Kurtosis: 5th Moment Measure: 6th Moment Measure: Median: Relative Dispersion: Figure A.105. Granplot analysis of sample 12 233 Statistical Results Original Data Transformed Original Data in φ Units Data in Millimeters 2.2911 φ 0.2043 mm 0.2125 mm 0.4013 phi-units MV 0.0647 mm -0.3534 NU MV 1.7512 NU 3.9231 NU MV 9.3227 NU -3.995 NU MV 0.05 NU 34.273 NU MV 0.07 NU 2.1726 φ 0.2218 mm 0.2223 mm MV MV 0.3045 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 7 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 3.0 234 i Settling Tail 4.0 5.0 Coarser Grain Size (Phi) Finer Figure A.106. Method of SELF determination applied to sample 12
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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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