Compound Hydrologic Terrain Analysis|2
ta_compound
QgsProcessingParameterRasterLayer|ELEVATION|Elevation|None|True
QgsProcessingParameterRasterDestination|SINKS|Closed Depressions|None|True
QgsProcessingParameterRasterDestination|TCA|Total Catchment Area|None|False
QgsProcessingParameterRasterDestination|SCA|Specific Catchment Area|None|False
QgsProcessingParameterRasterDestination|TWI|Topographic Wetness Index|None|False
QgsProcessingParameterRasterDestination|TWI_SAGA|SAGA Topographic Wetness Index|None|False
QgsProcessingParameterRasterDestination|LS|LS Factor|None|False
QgsProcessingParameterRasterDestination|SPI|Stream Power Index|None|False
QgsProcessingParameterRasterDestination|CIT|Channel Initiation Threshold|None|False
QgsProcessingParameterEnum|METHOD_PREPROC|Preprocessing|[0] Sink Removal;[1] Fill Sinks (Wang & Liu);[2] Breach Depressions;[3] none|False|0
QgsProcessingParameterEnum|METHOD_FLOWACC|Flow Accumulation|[0] Deterministic 8;[1] Rho 8;[2] Deterministic Infinity;[3] Multiple Flow Direction;[4] Multiple Triangular Flow Direction;[5] Multiple Maximum Downslope Gradient Based Flow Direction;[6] Kinematic Routing Algorithm;[7] DEMON|False|3
QgsProcessingParameterEnum|METHOD_LS|LS Factor|[0] Moore et al. 1991;[1] Desmet & Govers 1996;[2] Boehner & Selige 2006|False|0
