timflow.steady.model.ModelMaq
=============================

.. toctree::
   :hidden:

   /api/timflow/steady/model/ModelMaq.remove_element
   /api/timflow/steady/model/ModelMaq.disvec
   /api/timflow/steady/model/ModelMaq.normflux
   /api/timflow/steady/model/ModelMaq.intnormflux_segment
   /api/timflow/steady/model/ModelMaq.intnormflux
   /api/timflow/steady/model/ModelMaq.head
   /api/timflow/steady/model/ModelMaq.headgrid
   /api/timflow/steady/model/ModelMaq.headgrid2
   /api/timflow/steady/model/ModelMaq.headalongline
   /api/timflow/steady/model/ModelMaq.disvecalongline
   /api/timflow/steady/model/ModelMaq.solve
   /api/timflow/steady/model/ModelMaq.solve_mp
   /api/timflow/steady/model/ModelMaq.aquifer_summary

.. py:class:: timflow.steady.model.ModelMaq(kaq=1, z=None, c=None, npor=0.3, topboundary='conf', hstar=None)

   Bases: :py:obj:`Model`


   
   Create a model by specifying a mult-aquifer sequence of aquifer-leaky layer.

   :param kaq: Hydraulic conductivity of each aquifer from the top down.
               If float, hydraulic conductivity is the same in all aquifers.
   :type kaq: float, array or list
   :param z: Elevation of tops and bottoms of the aquifers from the top down.
             Leaky layers may have zero thickness.
                * if topboundary='conf': length is 2 * number of aquifers
                * if topboundary='semi': length is 2 * number of aquifers + 1
                  as top of leaky layer on top of systems needs to be specified
   :type z: array or list
   :param c:
             Resistance of leaky layers from the top down.
                * if float, resistance is the same for all leaky layers
                * if topboundary='conf': length is number of aquifers - 1
                * if topboundary='semi': length is number of aquifers
   :type c: float, array or list
   :param npor:
                Porosity of all aquifers and leaky layers from the top down.
                   * if float, porosity is the same for all layers
                   * if topboundary='conf': length is 2 * number of aquifers - 1
                   * if topboundary='semi': length is 2 * number of aquifers
   :type npor: float, array or list
   :param topboundary: Indicates whether the topboundary is confined ('conf') or
                       semi-confined ('semi').
   :type topboundary: string, 'conf' or 'semi' (default is 'conf')
   :param hstar: Head value above semi-confining top, only read if topboundary='semi'.
   :type hstar: float or None (default is None)

   .. rubric:: Examples

   Build a model::

       ml = ModelMaq(kaq=[10, 20], z=[20, 12, 10, 0], c=1000)















   ..
       !! processed by numpydoc !!
Methods
-------

.. autoapisummary::

   timflow.steady.model.ModelMaq.remove_element
   timflow.steady.model.ModelMaq.disvec
   timflow.steady.model.ModelMaq.normflux
   timflow.steady.model.ModelMaq.intnormflux_segment
   timflow.steady.model.ModelMaq.intnormflux
   timflow.steady.model.ModelMaq.head
   timflow.steady.model.ModelMaq.headgrid
   timflow.steady.model.ModelMaq.headgrid2
   timflow.steady.model.ModelMaq.headalongline
   timflow.steady.model.ModelMaq.disvecalongline
   timflow.steady.model.ModelMaq.solve
   timflow.steady.model.ModelMaq.solve_mp
   timflow.steady.model.ModelMaq.aquifer_summary