Simple example of construction site drainage modeling with MODFLOW6 and mf6Voronoi - Tutorial
/In mf6Voronoi horizontal flow barriers can be modeled as low k cells with thickness of 1m without compromising the cell amount and model performance. We have developed an applied case of construction site dewatering using horizontal drains and pumping wells that work in parallel over a period of 8 days. The model shows the performance of the drainage schema and exports the final water table as raster and contours.
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