vapor_extraction
Test vapor_extraction
Comparison of Model and Analytical Solution for Vapor Pressure vs Position. Run tests using vapextract_aniso.in and vapextract_iso.in.
Soil Vapor Extraction – Anisotropic Case
Comparison of fehmn results with analytic solution obtained by Shan, Falta and Javandel: Analytic Solutions of Steady State Gas Flow to a Soil Vapor Extraction Well in the Unsaturated Zone; Lawrence Berkely Lab, 06/19/91 Very fine spacing near the borehole in both r and z. Source strength is scaled according to the variable element lengths (see flow parameters), 0.00556 kg/s for elements of .5 m length, total flow = .05kg/s
Soil Vapor Extraction – Isotropic Case
Comparison of fehmn results with analytic solution obtained by Shan, Falta and Javandel: Analytic Solutions of Steady State Gas Flow to a Soil Vapor Extraction Well in the Unsaturated Zone; Lawrence Berkely Lab, 06/19/91 Very fine spacing near the borehole in both r and z source strength is scaled according to the variable element lengths (see flow parameters), 0.01 kg/s for elements of .5 m length.
Test Directory: FEHM/fehmpytests/vapor_extraction
Example File vapextract_aniso.in
Soil Vapor Extraction -- Anisotropic Case
node
1
500
cont
avs 1000 730.
vapor
pressure
endavs
sol
1 -1
pres
1 1160 1 .101325 0.05 2
1 40 1 .101325 0.05 +2
airwater
2
10.0 0.101325
rlp
3 0.10 .99 0.005 1.8 -2.00 0.1000 ! vangenutchen matrix
3 0.10 .99 0.005 1.8 2.00 0.1000 ! vangenutchen matrix
1 1160 1 1 ! matrix
rock
1 1160 1 2700. 1000. 0.4 ! matrix
perm
1 1160 1 1.0e-11 1.0e-12 1.0e-11
321 801 40 1.0e-08 1.0e-08 1.0e-08
flow
1 40 1 .101325 0.05 1.e+2
321 321 1 0.001515 0. 0.
361 361 1 0.001515 0. 0.
401 401 1 0.002273 0. 0.
441 441 1 0.004545 0. 0.
481 481 1 0.006061 0. 0.
521 521 1 0.006061 0. 0.
561 561 1 0.006061 0. 0.
601 601 1 0.006061 0. 0.
641 641 1 0.006061 0. 0.
681 681 1 0.004545 0. 0.
721 721 1 0.002273 0. 0.
761 761 1 0.001515 0. 0.
801 801 1 0.001515 0. 0.
time
1.0e-2 730 50 2 1992 11
ctrl
09 1.e-05 13
1 1160 1 2
0 0 0 0
1.0 2 1.0
07 2. 1.e-11 1.0e7
4 0
iter
1.e-5 1.e-5 1.e-5 1.e-07 1.2
0 0 0 0 40.
stop