timflow.steady.inhomogeneity.BuildingPitMaq =========================================== .. toctree:: :hidden: /api/timflow/steady/inhomogeneity/BuildingPitMaq.findlayer /api/timflow/steady/inhomogeneity/BuildingPitMaq.summary .. py:class:: timflow.steady.inhomogeneity.BuildingPitMaq(model, xy, kaq=1.0, c=None, z=None, topboundary='conf', hstar=None, npor=0.3, order=3, ndeg=3, layers=None) Bases: :py:obj:`BuildingPit` Element to simulate a building pit with an impermeable wall in ModelMaq. :param model: model to which the element is added :type model: Model object :param xy: list or array of (x,y) pairs of coordinates of corners of the inhomogeneity polygonal boundary is automatically closed (so first point is not repeated) :type xy: array or list :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 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 z: elevation 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 topboundary: indicating whether the top is confined ('conf') or semi-confined ('semi'). For a building pit, the 'conf' option is generally more applicable. :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) :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 order: polynomial order of flux along each segment :type order: int :param ndeg: number of points used between two segments to numerically integrate normal discharge :type ndeg: int :param layers: layers in which impermeable wall is present. :type layers: list or np.array .. !! processed by numpydoc !! Methods ------- .. autoapisummary:: timflow.steady.inhomogeneity.BuildingPitMaq.findlayer timflow.steady.inhomogeneity.BuildingPitMaq.summary