Figure S2. Deviations (mm) between estimated and observed total streamflow (\(Q\)) and its components, baseflow (\(Q_{B}\)) and quickflow (\(Q_{D}\)) for both no-correction (black) and Aeff-corrected conditions. RMSE were computed considering all catchments (RMSEALL), catchments with \(\phi>2\) (RMSE>), and \(\phi<2\) (RMSE<).