This module is sensitive to mask settings. All cells which are outside the mask
are ignored and handled as no flow boundaries.
This module calculates the concentration of the solution and optional the
velocity field, based on the hydraulic conductivity,
the effective porosity and the initial piecometric heads.
The vector components can be visualized with paraview if they are exported
with r.out.vtk.
Use r.gwflow to compute the piezometric heights
of the aquifer. The piezometric heights and the hydraulic conductivity
are used to compute the flow direction and the mean velocity of the groundwater.
This is the base of the solute transport computation.
The solute transport will always be calculated transient.
For stady state computation set the timestep
to a large number (billions of seconds).
To reduce the numerical dispersion, which is a consequence of the convection term and
the finite volume discretization, you can use small time steps and choose between full
and exponential upwinding.
(dc/dt)*R = div ( D grad c - uc) + cs -q/nf(c - c_in)
#!/usr/bin/env python # This is an example script how groundwater flow and solute transport are # computed within grass import sys import os import grass.script as grass # Overwrite existing maps grass.run_command("g.gisenv", set="OVERWRITE=1") grass.message(_("Set the region")) # The area is 200m x 100m with a cell size of 1m x 1m grass.run_command("g.region", res=1, res3=1, t=10, b=0, n=100, s=0, w=0, e=200) grass.run_command("r.mapcalc", expression="phead=if(col() == 1 , 50, 40)") grass.run_command("r.mapcalc", expression="phead=if(col() ==200 , 45 + row()/40, phead)") grass.run_command("r.mapcalc", expression="status=if(col() == 1 || col() == 200 , 2, 1)") grass.run_command("r.mapcalc", expression="well=if((row() == 50 && col() == 175) || (row() == 10 && col() == 135) , -0.001, 0)") grass.run_command("r.mapcalc", expression="hydcond=0.00005") grass.run_command("r.mapcalc", expression="recharge=0") grass.run_command("r.mapcalc", expression="top_conf=20") grass.run_command("r.mapcalc", expression="bottom=0") grass.run_command("r.mapcalc", expression="poros=0.17") grass.run_command("r.mapcalc", expression="syield=0.0001") grass.run_command("r.mapcalc", expression="null=0.0") grass.message(_("Compute a steady state groundwater flow")) grass.run_command("r.gwflow", solver="cg", top="top_conf", bottom="bottom", phead="phead",\ status="status", hc_x="hydcond", hc_y="hydcond", q="well", s="syield",\ recharge="recharge", output="gwresult_conf", dt=8640000000000, type="confined") grass.message(_("generate the transport data")) grass.run_command("r.mapcalc", expression="c=if(col() == 15 && row() == 75 , 500.0, 0.0)") grass.run_command("r.mapcalc", expression="cs=if(col() == 15 && row() == 75 , 0.0, 0.0)") grass.run_command("r.mapcalc", expression="tstatus=if(col() == 1 || col() == 200 , 3, 1)") grass.run_command("r.mapcalc", expression="diff=0.0000001") grass.run_command("r.mapcalc", expression="R=1.0") # Compute the initial state grass.run_command("r.solute.transport", solver="bicgstab", top="top_conf",\ bottom="bottom", phead="gwresult_conf", status="tstatus", hc_x="hydcond", hc_y="hydcond",\ rd="R", cs="cs", q="well", nf="poros", output="stresult_conf_0", dt=3600, diff_x="diff",\ diff_y="diff", c="c", al=0.1, at=0.01) # Compute the solute transport for 300 days in 10 day steps for dt in range(30): grass.run_command("r.solute.transport", solver="bicgstab", top="top_conf",\ bottom="bottom", phead="gwresult_conf", status="tstatus", hc_x="hydcond", hc_y="hydcond",\ rd="R", cs="cs", q="well", nf="poros", output="stresult_conf_" + str(dt + 1), dt=864000, diff_x="diff",\ diff_y="diff", c="stresult_conf_" + str(dt), al=0.1, at=0.01)
This work is based on the Diploma Thesis of Sören Gebbert available here at Technical University Berlin in Germany.
Last changed: $Date: 2007/02/15 23:27:58 $
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