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Merge pull request #5603 from medspx/ProcessingGrassFixDescR
[processing] GRASS7 provider: review and update all r.* description files.
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6 changes: 3 additions & 3 deletions
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python/plugins/processing/algs/grass7/description/r.circle.txt
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Original file line number | Diff line number | Diff line change |
---|---|---|
@@ -1,9 +1,9 @@ | ||
r.circle | ||
Creates a raster map containing concentric rings around a given point. | ||
Raster (r.*) | ||
QgsProcessingParameterPoint|coordinates|The coordinate of the center (east,north)|0,0 | ||
QgsProcessingParameterNumber|min|Minimum radius for ring/circle map (in meters)|QgsProcessingParameterNumber.Double|10|False|None|None | ||
QgsProcessingParameterNumber|max|Maximum radius for ring/circle map (in meters)|QgsProcessingParameterNumber.Double|20|False|None|None | ||
QgsProcessingParameterPoint|coordinates|The coordinate of the center (east,north)|0,0|False | ||
QgsProcessingParameterNumber|min|Minimum radius for ring/circle map (in meters)|QgsProcessingParameterNumber.Double|10.0|False|None|None | ||
QgsProcessingParameterNumber|max|Maximum radius for ring/circle map (in meters)|QgsProcessingParameterNumber.Double|20.0|False|None|None | ||
QgsProcessingParameterNumber|multiplier|Data value multiplier|QgsProcessingParameterNumber.Double|1.0|False|None|None | ||
QgsProcessingParameterBoolean|-b|Generate binary raster map|False | ||
QgsProcessingParameterRasterDestination|output|Circles |
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14 changes: 0 additions & 14 deletions
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python/plugins/processing/algs/grass7/description/r.flow.aspect.barrier.txt
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python/plugins/processing/algs/grass7/description/r.flow.aspect.txt
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python/plugins/processing/algs/grass7/description/r.flow.barrier.txt
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43 changes: 23 additions & 20 deletions
43
python/plugins/processing/algs/grass7/description/r.gwflow.txt
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Original file line number | Diff line number | Diff line change |
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@@ -1,25 +1,28 @@ | ||
r.gwflow | ||
Numerical calculation program for transient, confined and unconfined groundwater flow in two dimensions. | ||
Raster (r.*) | ||
QgsProcessingParameterString|phead|The initial piezometric head in [m]| | ||
QgsProcessingParameterString|status|Boundary condition status, 0-inactive, 1-active, 2-dirichlet| | ||
QgsProcessingParameterString|hc_x|X-part of the hydraulic conductivity tensor in [m/s]| | ||
QgsProcessingParameterString|hc_y|Y-part of the hydraulic conductivity tensor in [m/s]| | ||
QgsProcessingParameterString|q|Water sources and sinks in [m^3/s]| | ||
QgsProcessingParameterString|s|Specific yield in [1/m]| | ||
QgsProcessingParameterString|r|Recharge map e.g: 6*10^-9 per cell in [m^3/s*m^2]| | ||
QgsProcessingParameterString|top|Top surface of the aquifer in [m]| | ||
QgsProcessingParameterString|bottom|Bottom surface of the aquifer in [m]| | ||
QgsProcessingParameterEnum|type|The type of groundwater flow|confined;unconfined | ||
QgsProcessingParameterString|river_bed|The height of the river bed in [m]| | ||
QgsProcessingParameterString|river_head|Water level (head) of the river with leakage connection in [m]| | ||
QgsProcessingParameterString|river_leak|The leakage coefficient of the river bed in [1/s]| | ||
QgsProcessingParameterString|drain_bed|The height of the drainage bed in [m]| | ||
QgsProcessingParameterString|drain_leak|The leakage coefficient of the drainage bed in [1/s]| | ||
QgsProcessingParameterNumber|dt|The calculation time in seconds|QgsProcessingParameterNumber.Double|86400.0|False|None|None | ||
QgsProcessingParameterNumber|maxit|Maximum number of iteration used to solver the linear equation system|QgsProcessingParameterNumber.Double|100000.0|False|None|None | ||
QgsProcessingParameterNumber|error|Error break criteria for iterative solvers (jacobi, sor, cg or bicgstab)|QgsProcessingParameterNumber.Double|1e-10|False|None|None | ||
QgsProcessingParameterEnum|solver|The type of solver which should solve the symmetric linear equation system|gauss;lu;cholesky;jacobi;sor;cg;bicgstab;pcg | ||
QgsProcessingParameterRasterLayer|phead|The initial piezometric head in [m]|None|False | ||
QgsProcessingParameterRasterLayer|status|Boundary condition status, 0-inactive, 1-active, 2-dirichlet|None|False | ||
QgsProcessingParameterRasterLayer|hc_x|X-part of the hydraulic conductivity tensor in [m/s]|None|False | ||
QgsProcessingParameterRasterLayer|hc_y|Y-part of the hydraulic conductivity tensor in [m/s]|None|False | ||
QgsProcessingParameterRasterLayer|q|Water sources and sinks in [m^3/s]|None|True | ||
QgsProcessingParameterRasterLayer|s|Specific yield in [1/m]|None|False | ||
QgsProcessingParameterRasterLayer|recharge|Recharge map e.g: 6*10^-9 per cell in [m^3/s*m^2]|None|True | ||
QgsProcessingParameterRasterLayer|top|Top surface of the aquifer in [m]|None|False | ||
QgsProcessingParameterRasterLayer|bottom|Bottom surface of the aquifer in [m]|None|False | ||
QgsProcessingParameterEnum|type|The type of groundwater flow|confined;unconfined|False|0|False | ||
QgsProcessingParameterRasterLayer|river_bed|The height of the river bed in [m]|None|True | ||
QgsProcessingParameterRasterLayer|river_head|Water level (head) of the river with leakage connection in [m]|None|True | ||
QgsProcessingParameterRasterLayer|river_leak|The leakage coefficient of the river bed in [1/s]|None|True | ||
QgsProcessingParameterRasterLayer|drain_bed|The height of the drainage bed in [m]|None|True | ||
QgsProcessingParameterRasterLayer|drain_leak|The leakage coefficient of the drainage bed in [1/s]|None|True | ||
QgsProcessingParameterNumber|dtime|The calculation time in seconds|QgsProcessingParameterNumber.Double|86400.0|False|0.0|None | ||
QgsProcessingParameterNumber|maxit|Maximum number of iteration used to solver the linear equation system|QgsProcessingParameterNumber.Integer|100000|True|1|None | ||
QgsProcessingParameterNumber|error|Error break criteria for iterative solvers (jacobi, sor, cg or bicgstab)|QgsProcessingParameterNumber.Double|0.000001|True|None|None | ||
QgsProcessingParameterEnum|solver|The type of solver which should solve the symmetric linear equation system|cg;pcg;cholesky|False|0|True | ||
QgsProcessingParameterString|relax|The relaxation parameter used by the jacobi and sor solver for speedup or stabilizing|1 | ||
QgsProcessingParameterBoolean|-s|Use a sparse matrix, only available with iterative solvers|False | ||
QgsProcessingParameterBoolean|-f|Allocate a full quadratic linear equation system, default is a sparse linear equation system|False | ||
QgsProcessingParameterRasterDestination|output|Groundwater flow | ||
QgsProcessingParameterRasterDestination|vx|Groundwater filter velocity vector part in x direction [m/s] | ||
QgsProcessingParameterRasterDestination|vy|Groundwater filter velocity vector part in y direction [m/s] | ||
QgsProcessingParameterRasterDestination|budget|Groundwater budget for each cell [m^3/s] |
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