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