timflow.steady.model.Model ========================== .. toctree:: :hidden: /api/timflow/steady/model/Model.remove_element /api/timflow/steady/model/Model.disvec /api/timflow/steady/model/Model.normflux /api/timflow/steady/model/Model.intnormflux_segment /api/timflow/steady/model/Model.intnormflux /api/timflow/steady/model/Model.head /api/timflow/steady/model/Model.headgrid /api/timflow/steady/model/Model.headgrid2 /api/timflow/steady/model/Model.headalongline /api/timflow/steady/model/Model.disvecalongline /api/timflow/steady/model/Model.solve /api/timflow/steady/model/Model.solve_mp /api/timflow/steady/model/Model.aquifer_summary .. py:class:: timflow.steady.model.Model(kaq, c, z, npor, ltype) Create a model consisting of an arbitrary sequence of aquifers and leaky layers. .. rubric:: Notes Use ModelMaq for regular sequence of aquifers and leaky layers. Use Model3D for multi-layer model of a single aquifer. :param kaq: hydraulic conductivity of each aquifer from the top down :type kaq: array :param z: elevation tops and bottoms of all layers layers may have zero thickness :type z: array :param c: resistance between two consecutive aquifer layers if ltype[0]='a': length is number of aquifers - 1 if ltype[0]='l': length is number of aquifers :type c: array :param npor: porosity of all layers from the top down :type npor: array :param ltype: array indicating for each layer whether it is 'a' aquifer layer 'l' leaky layer :type ltype: array of characters .. !! processed by numpydoc !! Methods ------- .. autoapisummary:: timflow.steady.model.Model.remove_element timflow.steady.model.Model.disvec timflow.steady.model.Model.normflux timflow.steady.model.Model.intnormflux_segment timflow.steady.model.Model.intnormflux timflow.steady.model.Model.head timflow.steady.model.Model.headgrid timflow.steady.model.Model.headgrid2 timflow.steady.model.Model.headalongline timflow.steady.model.Model.disvecalongline timflow.steady.model.Model.solve timflow.steady.model.Model.solve_mp timflow.steady.model.Model.aquifer_summary