Index: doc/wflow_usage.rst =================================================================== diff -u -r8066ff85fbe33f7958ac1a7d543dea3b3e3868a3 -r7bce8b09641b74993ec9a8ab00cb695bf1867669 --- doc/wflow_usage.rst (.../wflow_usage.rst) (revision 8066ff85fbe33f7958ac1a7d543dea3b3e3868a3) +++ doc/wflow_usage.rst (.../wflow_usage.rst) (revision 7bce8b09641b74993ec9a8ab00cb695bf1867669) @@ -101,23 +101,25 @@ Command-line options ~~~~~~~~~~~~~~~~~~~~ -The command line options for wflow are summarized below, use wflow --h to view them at the command line: +The command line options for wflow\_sbm are summarized below, use wflow\_sbm +-h to view them at the command line (option for other models may be different, +see their respective documentation to see the options): :: wflow_sbm [-h][-v level][-F runinfofile][-L logfile][-C casename][-R runId] - [-c configfile][-T last_step][-S first_step][-s seconds][-W][-E][-N][-U discharge] - [-P parameter multiplication][-X][-f][-I][-i tbl_dir][-x subcatchId][-u updatecols] - [-p inputparameter multiplication] + [-c configfile][-T last_step][-S first_step][-s seconds][-W][-E][-N] + [-U discharge][-P parameter multiplication][-X][-f][-I][-i tbl_dir] + [-x subcatchId][-u updatecols][-p inputparameter multiplication] :: -F: if set wflow is expected to be run by FEWS. It will determine the timesteps from the runinfo.xml file and save the output initial - conditions to an alternate location. The runinfo.xml file should be located - in the inmaps directory of the case. - -X: save state at the end of the run over the initial conditions at the start + conditions to an alternate location. The runinfo.xml file should be + located in the inmaps directory of the case. + -X: save state at the end of the run over the initial conditions at + the start -f: Force overwrite of existing results -T: Set last timestep -S: Set the start timestep (default = 1) @@ -135,20 +137,21 @@ -W: If set, this flag indicates that an ldd is created for the water level for each timestep. If not the water is assumed to flow according to the DEM. Wflow will run a lot slower with this option. Most of the time - (shallow soil, steep topography) you do not need this option. Also, if you - need it you migth actually need another model. - -U: The argument to this option should be a .tss file with measured discharge in - [m^3/s] which the program will use to update the internal state to match - the measured flow. The number of columns in this file should match the - number of gauges. + (shallow soil, steep topography) you do not need this option. Also, + if you need it you might actually need another model. + -U: The argument to this option should be a .tss file with measured + discharge in [m^3/s] which the program will use to update the internal + state to match the measured flow. The number of columns in this file + should match the number of gauges. -u: list of gauges/columns to use in update. Format: -u [1 , 4 ,13] The above example uses column 1, 4 and 13 Note that this also sets the order in which the updating takes place! In general specify downstream gauges first. - -P: set parameter change string (e.g: -P 'self.FC = self.FC * 1.6') for non-dynamic variables - -p: set parameter change string (e.g: -P 'self.Precipitation = self.Precipitation * 1.11') for - dynamic variables + -P: set parameter change string (e.g: -P 'self.FC = self.FC * 1.6') + for non-dynamic variables + -p: set parameter change string (e.g: -P 'self.Precipitation = + self.Precipitation * 1.11') for dynamic variables -v: set verbosity level wflow\_sbm\|hbv.ini file @@ -168,16 +171,6 @@ Set to 1 to model snow using a simple degree day model (in that case temperature data is needed) -ScalarInput=0 - If set to 0 input maps are needed for each timestep in the inpumaps - directory., If set to 1 the model will use input timeseries from the - inputtss directory and interpolate these to maps at run-time. - -InterpolationMethod=pol - Interpolation method when using scalar timeseries input. The method - can be ``pol`` (Thiessen polygons) or ``inv`` (Inverse Distance). - The same method is used for all parameters (P. PET, T). - WIMaxScale=0.8 Scaling for the topographical wetness vs soil depth method @@ -189,19 +182,12 @@ you force the model with measured discharge - Specific options for wflow\_sbm : RunoffGenSigmaFunction = 0 Use subcell runoff generation based on fitting a Sigmoid function to percentile Dems. (wflow\_sbm only) - - - -OverWriteInit = 0 - If set to one the initial states will be overwritten - updating = 0 Set to 1 to switch on Q updating.