<< Click to Display Table of Contents >> Navigation: Conceptual models > Confined aquifer > Bounded (strip) aquifer > Recharge and no-flow boundaries > Conceptual models > Confined aquifer > Bounded (strip) aquifer > Recharge and no-flow boundaries >Several wells pumped at a constant rate |
Analytical equations and methods for aquifer test analysis
Unsteady-state flow equations 1. Superposition principle: 2. Green’s function: where
Steady-state flow equations 1. Superposition principle: where 2. Green’s function: where
Methods of analysis and parameters being estimated
Analysis is based either on the superposition principle or on Green’s function. 1) use steady-state (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.
|