BULLETIN NO. 68


 Summary for SAS Kh** (ft/day)




 Anderson-Darling Normality Test
 A-Squared 0.36
 P-Value 0.407
 Mean 31.015
 StDev 17.940
 9Variance 321.854
 Skewness 0.17215
 Kurtosis -1.27803
 N 15
 Minimum 6.930
 1st Quartile 12.000
 12 24 36 48 60 M edian 32.700
 3rd Quartile 50.300
 Maxim urn 59.000
 F ~95% Confidence Interval for Mean
 21.080 40.950
 95% Confidence Interval for Median
 95% Confidence Intervals 14.988 45.706

 Mean I I 95%0 Confidence Interval for StDev
 13.135 28.294
 Median- I p I

 15 20 25 30 35 40 45


Figure 21. Statistical summary of SAS horizontal hydraulic conductivity data from Southwest
Florida Water Management District (2006b). ** calculated from transmissivity and saturated
aquifer thickness.


Figure 22. Statistical summary of SAS vertical hydraulic conductivity data based on falling-head
permeameter analyses of core samples completed at the FDEP-FGS. Due to sampling bias, most
samples represent clay-bearing sediments. Asterisks in the box plot denote statistical outliers.


 Summary for SAS Kv (ft/day)
















 0.1 0.4 0.7 1.0 1.3 1.6 1.9







 95% Confidence Intervals

 Mean I

Median- 0
 -0.05 0.00 0.05 0.10 0.15 0.20 0.25


Anderson-Darling Normality Test
 A-Squared 7.75
 P-Value < 0.005
 Mean 0.09749
 StDev 0.36853
 Variance 0.13582
 Skewness 4.7300
 Kurtosis 23.0704
 N 26
 Minimum 0.00002
 1st Quartile 0.00004
 Median 0.00010
 3rd Quartile 0.02215
 Maximum 1.85700
95% Confidence Interval for Mean
 -0.05137 0.24634
95% Confidence Interval for Median
 0.00004 0.00090
95% Confidence Interval for StDev
 0.28903 0.50873