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Analytical equations and methods for aquifer test analysis
Unsteadystate flow equations 1. Superposition principle: 2. Green’s function: where 3. Green’s function (from leaky aquifer): see solution 2.
Steadystate flow equations 1. Superposition principle: where 2. Green’s function: where
Methods of analysis and parameters being estimated
1) by drawdown values at steadystate (the transmissivity value calculated using Green’s function would be twice lower); 2) the graph is plotted only for the equation based on superposition principle.
