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Prepared in cooperation with the Miami-Dade Department of Environmental Resources Management
Correlation Analysis of a Ground-Water Level Monitoring Network, Miami-Dade County, Florida

By Scott T. Prinos

The topic is Coastal Erosion. Open-File Report 2004-1412
Abstract
Introduction
Correlation Analysis of a Ground-Water Level Monitoring Network
Analytical Considerations
Analysis Methodology
Analysis Results
Summary
References Cited
Appendixes I & II
image of Duval County, Florida

CORRELATION ANALYSIS OF A GROUND-WATER LEVEL MONITORING NETWORK

A correlation analysis can be used to assess the strength of association between two continuous variables, but cannot be used to prove a casual relation between the two variables (Helsel and Hirsch, 1992). Three main methods of determining correlation are Pearson's r, Spearman's p, and Kendall's T. Pearson's r is used to evaluate linear correlation, Spearman's p is used to evaluate nonlinear correlation, and Kendall's tau can be used to evaluate either linear or nonlinear correlation. Spearman's p and Kendall's T are both rank-based methods. Correlation analysis can be applied to water-level data from two or more monitoring wells to determine whether or not the data are strongly associated.

A correlation analysis alone cannot indicate which wells should be removed or added. In fact, any purely statistical analysis probably could not provide this information without considering additional factors. The statistical analysis generally must be used in conjunction with a thorough understanding by water managers of the hydrologic system and the optimal resolution of data required from each location in the network to meet the necessary monitoring needs. The required resolution may vary spatially. For example, small head differentials in nested wells may be critical in some parts of the network, but unimportant in other parts.

If numerous wells are providing essentially the same water-level data from the same part of the aquifer, then this implies redundancy and some unnecessary monitoring wells could possibly be eliminated. If the water-level data from each monitoring well are unique in a specific part of the aquifer, then those data would likely be necessary to fully characterize the hydrologic conditions of the aquifer, and the number of monitoring wells in that part of the aquifer may need to be increased, depending on the level of precision needed.

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Figures: Click on a caption to view the figure.
Figure 1. Map showing location of continuous ground-water level monitoring network wells in Miami-Dade County, Florida.

Figure 2. Map showing water-supply and water-management systems in Miami-Dade County.

Figure 3. Maps showing lines of equal rainfall in Miami-Dade County during (a) Hurricane Irene on October 14-16, 1999, and an (b) unnamed storm on October 2-3, 2000.

Figure 4. Graphs showing seasonal variation in mean water levels and variation in monthly standard deviation of mean water levels for wells G-620, G-864, G-1183, and S-18.

Figure 5. Hydrograph showing variation in water levels at wells G-3 and G-1368A along with estimated average daily pumpage based on annual pumpage totals during water years 1974-2000.

Figure 6. Hydrograph showing variation in water level at well G-1502 during water years 1974-2000.

Figure 7. Map showing grouping of wells based on average correlation of water-level data during the wet season.

Figure 8. Map showing grouping of wells based on average correlation of water-level data during the dry season.

Figure 9. Map showing grouping of wells based on average correlation of water-level data during both the wet and dry seasons.

Figure 10. Map showing grouping of wells near the West Well Field based on average correlation of water-level data during both wet and dry seasons.

Figure 11. Graph showing temporal variation in seasonal correlation between water-level data from well G-1487 and that of well G-855 during water years 1974-2000.

Figure 12. Hydrographs showing water-level elevations from wells G-855 and G-1487 during the 1986 and 1998 water years.

Figure 13. Map showing grouping of wells near the Hialeah-Miami Springs Well Field based on average correlation of water-level data during both the wet and dry seasons.

Figure 14. Graph showing temporal variation in seasonal correlation between water-level data from well G-3466 and that of wells G-3465, S-19, and S-68 during water years 1988-2000.

Figure 15. Hydrographs showing water-level elevations from wells G-3465, G-3466, S-19, and S-68 during the 1990 and 1996 water years.

Figure 16. Hydrograph showing water-level elevations from wells G-3465, G-3466, S-19, and S-68 during water years 1988-99.

Figure 17. Graph showing temporal variation in seasonal correlation between censored and uncensored water-level data from well G-3466 and that of wells G-3465, S-19, and S-68 during water years 1988-2000.

Figure 18. Graph showing temporal variation in seasonal correlation between water level data from well G-1362 and that of well G-757A during water years 1974-2000.

Figure 19. Hydrograph showing water-level elevations from wells G-757A and G-1362 during the 1989 and 1997 water years.

Figure 20. Graph showing temporal variation in seasonal correlation between water-level data from well G-864 and that of well G-864A during water years 1974-2000.

Figure 21. Hydrograph showing water-level elevations from wells G-864 and G-864A during the 1990 and 2000 water years.


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