timflow.transient.linesink.River ================================ .. toctree:: :hidden: /api/timflow/transient/linesink/River.initialize /api/timflow/transient/linesink/River.setflowcoef /api/timflow/transient/linesink/River.potinf /api/timflow/transient/linesink/River.disvecinf /api/timflow/transient/linesink/River.headinside /api/timflow/transient/linesink/River.plot /api/timflow/transient/linesink/River.potential /api/timflow/transient/linesink/River.unitpotential /api/timflow/transient/linesink/River.unitpotentialone /api/timflow/transient/linesink/River.disvec /api/timflow/transient/linesink/River.unitdisvec /api/timflow/transient/linesink/River.potinflayers /api/timflow/transient/linesink/River.potentiallayers /api/timflow/transient/linesink/River.unitpotentiallayers /api/timflow/transient/linesink/River.disvecinflayers /api/timflow/transient/linesink/River.disveclayers /api/timflow/transient/linesink/River.unitdisveclayers /api/timflow/transient/linesink/River.discharge /api/timflow/transient/linesink/River.dischargeold /api/timflow/transient/linesink/River.run_after_solve /api/timflow/transient/linesink/River.equation .. py:class:: timflow.transient.linesink.River(model, x1=-1, y1=0, x2=1, y2=0, tsandh=[(0, 1)], res=0, wh='H', layers=0, label=None, addtomodel=True) Bases: :py:obj:`LineSinkBase`, :py:obj:`timflow.transient.equation.HeadEquation` Create a head-specified line-sink with optional width and resistance. Inflow per unit length of line-sink is computed as: .. math:: \sigma = w(h_{aq} - h_{ls})/c where :math:`c` is the resistance of the bottom of the line-sink, :math:`w` is the width over which water enters the line-sink, :math:`h_{aq}` is the head in the aquifer at the center of the line-sink, :math:`h_{ls}` is the specified head inside the line-sink Note that all that matters is the conductance term :math:`w/c` but both are specified separately :param model: Model to which the element is added :type model: Model object :param x1: x-coordinate of fist point of line-sink :type x1: scalar :param y1: y-coordinate of fist point of line-sink :type y1: scalar :param x2: x-coordinate of second point of line-sink :type x2: scalar :param y2: y-coordinate of second point of line-sink :type y2: scalar :param tsandh: if list or 2D array: pairs of time and head after that time if 'fixed': head is fixed (no change in head) during entire simulation :type tsandh: list or 2D array of (time, head) values or string :param res: resistance of line-sink :type res: scalar (default is 0) :param wh: distance over which water enters line-sink if 'H': (default) distance is equal to the thickness of the aquifer layer (when flow comes mainly from one side) if '2H': distance is twice the thickness of the aquifer layer (when flow comes from both sides) if scalar: the width of the stream that partially penetrates the aquifer layer :type wh: scalar or str :param layers: layer(s) in which element is placed if scalar: element is placed in this layer if list or array: element is placed in all these layers :type layers: scalar, list or array :param label: label of element :type label: str or None .. seealso:: :class:`.RiverString` .. !! processed by numpydoc !! Methods ------- .. autoapisummary:: timflow.transient.linesink.River.initialize timflow.transient.linesink.River.setflowcoef timflow.transient.linesink.River.potinf timflow.transient.linesink.River.disvecinf timflow.transient.linesink.River.headinside timflow.transient.linesink.River.plot timflow.transient.linesink.River.potential timflow.transient.linesink.River.unitpotential timflow.transient.linesink.River.unitpotentialone timflow.transient.linesink.River.disvec timflow.transient.linesink.River.unitdisvec timflow.transient.linesink.River.potinflayers timflow.transient.linesink.River.potentiallayers timflow.transient.linesink.River.unitpotentiallayers timflow.transient.linesink.River.disvecinflayers timflow.transient.linesink.River.disveclayers timflow.transient.linesink.River.unitdisveclayers timflow.transient.linesink.River.discharge timflow.transient.linesink.River.dischargeold timflow.transient.linesink.River.run_after_solve timflow.transient.linesink.River.equation