by O. Lehn Franke, and Thomas E. Reilly
Metric conversion factors
Abstract
Introduction
Description of three hypothetical ground-water systems
Effects of boundary conditions on the steady-state response of the three hypothetical ground-water systems
Description of numerical experiments
Results of numerical experiments
Series A experiments
Series B experiments 5
Series C experiments 6
Implications of numerical experiments for simulation of ground-water systems
Model calibration
Solute transport analysis
Effects of stress magnitude
Summary and conclusions
References cited
Appendix 1 . Comparison of the governing differential equations and boundary conditions that apply to the three hypothetical ground-water systems analyzed in this report
Series A and B experiments
Series C experiments
Appendix 2. Application of the principle of superposition as an aid in analyzing the relation between boundary conditions and the response of the three ground-water systems to stress
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