Analytical equations and methods for aquifer test analysis
Unsteady-state flow equations for recharge boundary conditions:
1) drawdown in a piezometer (Hantush)
Laplace transform solution:
zp = LTp
2) average drawdown in an observation well (Hantush)
Laplace transform solution:
3) average drawdown in an observation well (Moench)
4) drawdown in a piezometer (Moench)
Unsteady-state flow equations for no-flow boundary conditions:
1) drawdown in a piezometer (Hantush)
Laplace transform solution:
2) average drawdown in an observation well (Hantush)
Laplace transform solution:
3) average drawdown in an observation well (Moench)
4) drawdown in a piezometer (Moench)
Unsteady-state flow equations for recharge and no-flow boundary conditions
1) drawdown in a piezometer (Hantush)
Laplace transform solution:
2) average drawdown in an observation well (Hantush)
Laplace transform solution:
3) average drawdown in an observation well (Moench)
4) drawdown in a piezometer (Moench)
Methods of analysis and parameters being estimated
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Parameters for isotropic aquifer – k, a.
Methods of analysis and parameters being estimated for multi-well and variable discharge rate pumping test
Plot |
Method |
Parameters |
Comments |
matching |
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matching |
matching by separate points |
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matching |
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matching |
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matching |
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matching |
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bisecting line |
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