Using ReFH2 to Generate TUFLOW Boundary Inputs: Difference between revisions

ReFH2The isfirst theversion newof methodReFH was first published in 2005 by Kjeldsen et al. as a replacement for the calculationoriginal ofFEH rainfall-runoff. method, Itthe hasn’tFSR/FEH changedrainfall-runoff significantlymethod. fromReFH2 is the originalmost ReFHup-to-date approachimplementation forof whichthe equationsmethods arefor publiclythe available,calculation althoughof runoff. there hasImprovements beeninclude a mass balance closure improvement to the runoff model. and There has however, been a changeupdates to the initial conditions, BF0 and Cini (initial baseflow and initial soil moisture, C, respectively) and there is an additional parameter, alpha. The data contained in the XML from the FEH2013 websiteWeb Service also provides the catchment descriptors to calculate the necessary model parameters within ReFH 2 from which the runoff hydrograph is developed.