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Hydrogeologic Framework and Simulation of Ground-Water Flow and Travel Time in the Shallow Aquifer System in the Area of Naval Support Activity Memphis, Millington, Tennessee 

Table 8. Jacobian correlation coefficients between model parameters for the flow model of the shallow aquifer system in the area of Naval Support Activity Memphis, Millington, Tennessee
Estimated parameter
Correlation coefficients
Well
Rech
Vflt
K2
Vwin
Kero
Vriv
Induced recharge (Well)
1.00
Recharge (Rech)
0.84
1.00
Vertical conductance of fault (Vflt)
-0.90
-0.076
1.00
Hydraulic conductivity of layer 2 (K2)
-0.80
-0.90
0.70
1.00
Vertical conductance of window in Cook Mountain confining unit (Vwin)
-0.54
-0.56
0.46
0.45
1.00
Hydraulic conductivity of layer 1 in area of erosional scarp (Kero)
0.01
-0.26
0.06
0.16
-0.01
1.00
Vertical conductance beneath buried river valleys (Vriv)
-0.78
-0.84
0.76
0.90
0.69
0.20
1.00
Normalized main diagonal Equation
1.00
0.34
0.12
0.05
0.01
0.006
0.0003
 


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