timflow.transient.inhom1d.XsectionMaq#
- class timflow.transient.inhom1d.XsectionMaq(model, x1, x2, kaq=1, z=(1, 0), c=(), Saq=0.001, Sll=0, poraq=0.3, porll=0.3, topboundary='conf', phreatictop=False, tsandhstar=None, tsandN=None, name=None)#
Bases:
XsectionCross-section inhomogeneity consisting of stacked aquifer layers.
- Parameters:
model (Model) – Model to add the cross-section to, usually an instance of ModelXsection.
x1 (float) – x-coordinate of the left boundary of the cross-section.
x2 (float) – x-coordinate of the right boundary of the cross-section.
kaq (array) – Hydraulic conductivities of the aquifers.
z (array) – Elevations of the tops and bottoms of the layers.
c (array) – Resistance of the leaky layers.
Saq (array) – Specific storage of the aquifers.
Sll (array) – Specific storage of the leaky layers.
poraq (array) – Porosities of the aquifers.
porll (array) – Porosities of the leaky layers.
topboundary (str) – Type of top boundary. Can be ‘conf’ for confined, ‘semi’ for semi-confined or “leaky” for a leaky top boundary.
phreatictop (bool) – If true, interpret the first specific storage coefficient as specific yield., i.e. it is not multiplied by aquifer thickness.
tsandhstar (list of tuples) – list containing time and water level pairs for the hstar boundary condition.
tsandN (list of tuples) – list containing time and infiltration pairs for the infiltration boundary condition.
name (str) – Name of the cross-section.
Methods#
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Check if a point is inside the cross-section. |
Initialize the aquifer data. |
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Create linesinks to meet the continuity conditions the at the boundaries. |
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Plot the cross-section. |
Get layer given elevation z. |
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Returns layer-number, layer-type and model-layer-number. |