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Sample I.D.: 14 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: 47.7020 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: 47.702 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 0.0310 0.0650 0.0650 1.00 0.875 0.0510 0.1069 0.1719 1.25 1.125 0.1410 0.2956 0.4675 1.50 1.375 0.6900 1.4465 1.9140 1.75 1.625 2.6740 5.6056 7.5196 2.00 1.875 9.9030 20.7601 28.2797 2.25 2.125 13.2750 27.8290 56.1088 2.50 2.375 11.1960 23.4707 79.5795 2.75 2.625 6.3200 13.2489 92.8284 3.00 2.875 2.9030 6.0857 98.9141 3.25 3.125 0.4040 0.8469 99.7610 3.50 3.375 0.0820 0.1719 99.9329 3.75 3.625 0.0170 0.0356 99.9686 4.00 3.875 0.0080 0.0168 99.9853 4.25 4.125 0.0070 0.0147 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.65. Granplot analysis of sample 14 Measure Mean: Standard Deviation: Skewness: Kurtosis: 5th Moment Measure: 6th Moment Measure: Median: 193 Statistical Results Original Data Transformed Original Data in φ Units Data in Millimeters 2.2113 φ 0.2159 mm 0.2227 mm 0.3628 phi-units MV 0.0570 mm 0.0733 NU MV 0.9963 NU 3.3964 NU MV 6.4794 NU 0.034 NU MV 0.02 NU 25.762 NU MV 0.03 NU 2.0701 φ 0.2381 mm 0.2388 mm Relative Dispersion: MV MV 0.2558 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 3.0 194 Settling Tail 4.0 5.0 Coarser Grain Size (Phi) Finer Figure A.66. Method of SELF determination applied to sample 14
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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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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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