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   "source": [
    "# Dynamic River Conductance"
   ]
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    "This example is based on the\n",
    "[Advanced MODFLOW Training Class, November 22, 2024, Deltares, NL](https://github.com/jdhughes-usgs/modflow-dsd24/blob/main/notebooks/5_MODFLOW_API/modflow_api.ipynb)\n",
    "\n",
    "There the problem is described as follows:\n",
    "\n",
    "> In this example, we are going to use the API to modify the river package so that the conductance\n",
    "> is greater when the groundwater system is discharging to the river and smaller when the river is\n",
    "> discharging to the aquifer.\n",
    "> This example is inspired by [Zaadnoordijk (2009)](https://doi.org/10.1111/j.1745-6584.2009.00582.x),\n",
    "> which used a combination of general head and drain boundaries to increase the conductance when the\n",
    "> aquifer is discharging to the river.\n",
    "\n",
    "## Gaining stream\n",
    "\n",
    "![Image](images/gaining_stream.png)\n",
    "\n",
    "## Losing stream\n",
    "\n",
    "![Image](images/losing_stream.png)\n",
    "\n",
    "[Figure source](https://github.com/jdhughes-usgs/modflow-dsd24/blob/main/presentations/5-MODFLOW_API.pptx)\n",
    "https://github.com/jdhughes-usgs/modflow-dsd24/blob/main/presentations/5-MODFLOW_API.pptx"
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   "source": [
    "1. [Problem adaption](RiverConductanceBase.ipynb)\n",
    "2. [Using `modflowapi`](RiverConductanceAPI.ipynb)\n",
    "3. [Using `pymf6`](RiveRiverConductancePymf6.ipynb)"
   ]
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