Scientific Investigations Report 2007–5009
U.S. GEOLOGICAL SURVEY
Scientific Investigations Report 2007–5009
Table 5. Changes in key hydraulic conductivity parameters with alternate three-dimensional distributions of hydrofacies in the local model, San Joaquin local study area, California.
[m/d, meter per day; m, meter]
| Hydrofacies and direction of hydraulic conductivity |
Hydraulic conductivity for realizations of hydrofacies distribution | |||||
|---|---|---|---|---|---|---|
| Calibrated model |
Effective hydraulic conductivity | Domain-scale vertical anisotropy | ||||
| Maximum | Minimum | Maximum | Minimum | |||
| Sand, horizontal (m/d) | 80 | 60 | 90 | 70 | 80 | |
| Clay, vertical (m/d) | 0.15 | 0.15 | 0.15 | 0.15 | 0.05 | |
| Sum of squared residuals (m) | 0.27 | 0.37 | 0.1 | 0.31 | 1.1 | |
U.S.
Department of the Interior | U.S. Geological
Survey
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