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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
Spatial Relations
Seasonal Water-Level Variation
Temporal Changes in Correlation Between Monitoring Wells
Evaluating Correlation of Water-Level Data
Analysis Methodology
Analysis Results
Summary
References Cited
Appendixes I & II
image of Duval County, Florida

CORRELATION ANALYSIS OF A GROUND-WATER LEVEL MONITORING NETWORK

Analytical Considerations

Spatial Relations

Complex water-supply and water-management systems could affect the extent to which water-level data from specific monitoring wells correlate. The effect that these hydrologic systems have on water levels in monitoring wells is determined by the proximity of the wells to the components of the systems and the transmissivity of the aquifers. In Miami-Dade County, an example of spatial influence could be poor correlation in water-level data from two shallow monitoring wells near separately regulated canals. Another example could be poor correlation in the water levels from monitoring wells near separate municipal well fields. In each example, the extent of correlation is influenced by one overriding component within the system. The water-level data from each monitoring well in the network, however, will likely represent the net effect of all components in these systems that are proximal to the well.

The water-supply and water-management systems are not the only spatial influences on water-level correlation between monitoring wells. Natural factors can affect spatial correlation in ground-water level data. One such natural factor, rainfall, can be intense and extremely localized in southern Florida (fig. 3A and 3B). Therefore, widely separated wells are less likely to show influence from the same rainfall events. Land use is another factor that could influence correlation. Rainfall runoff in urbanized areas is different than in natural settings. In urban settings, pavement and storm sewers direct water into streams and canals; in natural settings, rainfall can readily infiltrate the soil. Evapotranspiration in urban and natural settings also is likely to be different. Because of the combined effects of all of these factors, correlation in the water-level data in widely separated wells will generally be poor.

Conversely, water-level data from two wells will correlate with each other if both are predominately influenced by the same causal factors. For example, two wells influenced solely by pumpage from the same municipal water-supply well or recharge from the same section of a canal will generally indicate high correlation unless differences in the hydrogeology, such as separation by impermeable zones, create differing responses. If water-level data from two wells indicate high correlation, however, there is no certainty that these wells are being influenced by the same causal factors. If two separate canals or two separate municipal water-supply wells were managed in similar fashion, water-level data from the wells that monitor these two areas might indicate high correlation. Any change, however, in the management of either the canal or municipal water-supply well would create a change in the correlation between these monitoring wells. Therefore, although the correlation in water levels in these two areas may be high, it is not very useful for assessing the redundancy of the monitoring wells in these areas.

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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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