iMODFLOW#
Model#
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Class representing iMODFLOW model input. |
Collect all unique times from model packages and additional given times. |
Grid#
Solver#
The Preconditioned Conjugate Gradient Solver is used to solve the finite difference equations in each step of a MODFLOW stress period. |
Packages#
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The Constant Head package. |
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The Drain package is used to simulate head-dependent flux boundaries. |
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Recharge provides a fixed flux boundary condition to the top layer of the groundwater system. |
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The General-Head Boundary package is used to simulate head-dependent flux boundaries. |
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Horizontal hydraulic conductivity [L/T] of the aquifers, between TOP and BOT. |
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Horizontal anisotropy is a phenomenon in which the horizontal hydraulic conductivity is not equal along the x and y Cartesian axes. |
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Horizontal barriers obstructing flow such as semi- or impermeable fault zone or a sheet pile wall are defined for each model layer by a *.GEN line file. |
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The MetaSWAP package (CAP), provides the input to be converted to a MetaSWAP model, which is an external model code used to simulate the unsaturated zone. |
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Recharge provides a fixed flux boundary condition to the top layer of the groundwater system. |
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The River package is used to simulate head-dependent flux boundaries. |
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The initial head in all cells |
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Vertical hydraulic conductivity [L/T] for aquitards (between BOT and TOP). |
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Vertical anisotropy for aquifers [-], defined as the horizontal hydraulic conductivity over the vertical hydraulic conductivity. |
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Storage coefficient [-]. |
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Specific storage [L-1]. |
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The Well package is used to simulate a specified flux to individual cells and specified in units of length3/time. |