CHARACTERIZATION OF BEDROCK AQUIFERS IN CONNECTICUT (2) HYDROLOGIC SIMULATION
Borehole geophysical data indicate several sets of fractures, including subhorizontal unroofing joints, steeply dipping foliation-parallel partings (striking N), and cross-cutting fractures (striking E-W). Outcrop data indicate that the foliation-parallel fractures are continuous but that E-W fractures are not. Drawdown measured in 15 bedrock wells and 9 piezometers during the aquifer test, and geophysical data collected in 4 wells, were used to construct a conceptual model of ground-water flow. One well seems to be directly connected to the pumped well through a highly permeable fracture. Drawdown in 4 wells is consistent with radial flow in a well-connected, subhorizontal fracture zone that receives water from an overlying source, such as the glacial deposits. Drawdown in the remaining wells is consistent with linear flow in less well-connected fractures.
A nonlinear regression ground-water-flow model was calibrated in a 2.4-mi2 area defined by watershed boundaries. The calibration data set consisted of water levels, measured by drillers, in 822 wells. Three alternative models were posed-a homogeneous and isotropic aquifer (the basic model), the basic model with horizontal anisotropy, and the basic model with a heterogeneous hydraulic conductivity distribution. Heterogeneity was created by defining model parameters for hydraulic conductivity in areas above and below 200 ft in altitude. Parameter estimates for each model are realistic, and the residuals of the regression appear unbiased. The anisotropic model seems to be slightly better than other models.
Evidence suggests greater hydraulic conductivity in the N-S direction than in other directions. The watershed-scale regression model estimates a 50:1 relation of the hydraulic conductivity N-S to E-W. A radial plot of aquifer diffusivity also corroborates the N-S direction.