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test_cases:all [2014/05/16 15:47]
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test_cases:all [2014/05/20 10:05]
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-An overview of the test cases is provided on a poster presented at EGU 2014 :+An overview of the test cases considered so far is provided on a poster presented at EGU 2014 (please click to enlarge):
  
 +{{:test_cases:poster_benchmark_egu_2014.jpg?700|}}
  
-{{:test_cases:poster_benchmark_egu_2014.jpg?200|}}+The poster is available as well for downloading as pdf file {{:test_cases:poster_benchmark_egu_2014.pdf|}}
  
  
 +----
  
-Or available to download as pdf file {{:test_cases:poster_benchmark_egu_2014.pdf|}}+**Set of equations**  
 + 
 +{{:test_cases:equations.jpg?400|}} 
 + 
 +**Detailed presentation of the test cases** 
  
 A step by step procedure is designed to proceed from simple test cases to the full coupled TH system:  A step by step procedure is designed to proceed from simple test cases to the full coupled TH system: 
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   * TH1, TH2: Coupled TH transfers   * TH1, TH2: Coupled TH transfers
  
 +An experiment in cold room associated with Case TH1 is ongoing. 
  
  
-[[test_cases:one|Case T1]]                                   +[[test_cases:one|Case T1]] 1D semi-infinite heat conduction case with phase change leading to analytical expressions                                  
  
-[[test_cases:two|Case T2]]     +[[test_cases:two|Case T2]] 1D vertical soil column with porous medium properties and geothermal flux, pure conduction with phase change    
  
-[[test_cases:three|Case T3]]                                 +[[test_cases:three|Case T3]] Similar case for geological time scale and the evolution of permafrost depths                                
  
-[[test_cases:four|Case T->P]] +[[test_cases:four|Case T->P]] Pressure increase associated with freezing front progression in volume controlled fully saturated porous medium
  
-[[test_cases:five|Case TH1]]+[[test_cases:five|Case TH1]] Initial frozen inclusion evolution (full coupling with inflowing water)
  
-[[test_cases:six|Case TH2]]+[[test_cases:six|Case TH2]] Closure / Opening of a talik due to challenging inflowing water and negative temperatures imposed on lateral sides