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32 lines
3.3 KiB
Plaintext
32 lines
3.3 KiB
Plaintext
r.solute.transport
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Numerical calculation program for transient, confined and unconfined solute transport in two dimensions
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Raster (r.*)
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QgsProcessingParameterRasterLayer|c|The initial concentration in [kg/m^3]|None|False
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QgsProcessingParameterRasterLayer|phead|The piezometric head in [m]|None|False
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QgsProcessingParameterRasterLayer|hc_x|The x-part of the hydraulic conductivity tensor in [m/s]|None|False
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QgsProcessingParameterRasterLayer|hc_y|The y-part of the hydraulic conductivity tensor in [m/s]|None|False
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QgsProcessingParameterRasterLayer|status|The status for each cell, = 0 - inactive cell, 1 - active cell, 2 - dirichlet- and 3 - transfer boundary condition|None|False
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QgsProcessingParameterRasterLayer|diff_x|The x-part of the diffusion tensor in [m^2/s]|None|False
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QgsProcessingParameterRasterLayer|diff_y|The y-part of the diffusion tensor in [m^2/s]|None|False
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QgsProcessingParameterRasterLayer|q|Groundwater sources and sinks in [m^3/s]|None|True
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QgsProcessingParameterRasterLayer|cin|Concentration sources and sinks bounded to a water source or sink in [kg/s]|None|True
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QgsProcessingParameterRasterLayer|cs|Concentration of inner sources and inner sinks in [kg/s] (i.e. a chemical reaction)|None|False
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QgsProcessingParameterRasterLayer|rd|Retardation factor [-]|None|False
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QgsProcessingParameterRasterLayer|nf|Effective porosity [-]|None|False
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QgsProcessingParameterRasterLayer|top|Top surface of the aquifer in [m]|None|False
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QgsProcessingParameterRasterLayer|bottom|Bottom surface of the aquifer in [m]|None|False
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QgsProcessingParameterNumber|dtime|Calculation time (in seconds)|QgsProcessingParameterNumber.Double|86400.0|False|0.0|None
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QgsProcessingParameterNumber|maxit|Maximum number of iteration used to solve the linear equation system|QgsProcessingParameterNumber.Integer|10000|True|1|None
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QgsProcessingParameterNumber|error|Error break criteria for iterative solver|QgsProcessingParameterNumber.Double|0.000001|True|0.0|None
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QgsProcessingParameterEnum|solver|The type of solver which should solve the linear equation system|gauss;lu;jacobi;sor;bicgstab|False|4
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QgsProcessingParameterNumber|relax|The relaxation parameter used by the jacobi and sor solver for speedup or stabilizing|QgsProcessingParameterNumber.Double|1.0|True|0.0|None
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QgsProcessingParameterNumber|al|The longitudinal dispersivity length. [m]|QgsProcessingParameterNumber.Double|0.0|True|0.0|None
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QgsProcessingParameterNumber|at|The transversal dispersivity length. [m]|QgsProcessingParameterNumber.Double|0.0|True|0.0|None
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QgsProcessingParameterNumber|loops|Use this number of time loops if the CFL flag is off. The timestep will become dt/loops.|QgsProcessingParameterNumber.Double|1.0|True|0.0|None
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QgsProcessingParameterEnum|stab|Set the flow stabilizing scheme (full or exponential upwinding).|full;exp|False|0|True
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*QgsProcessingParameterBoolean|-c|Use the Courant-Friedrichs-Lewy criteria for time step calculation|False
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*QgsProcessingParameterBoolean|-f|Use a full filled quadratic linear equation system, default is a sparse linear equation system.|False
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QgsProcessingParameterRasterDestination|output|Solute Transport
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QgsProcessingParameterRasterDestination|vx|Calculate and store the groundwater filter velocity vector part in x direction [m/s]|None|True
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QgsProcessingParameterRasterDestination|vy|Calculate and store the groundwater filter velocity vector part in y direction [m/s]|None|True
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