This file outlines the data structure in the output files with explanations of each value and its unit.

The input parameterization includes parameters for the total grid cell number in x and y-direction (nx, ny), number of sediment fractions of suspended and bed load transport (nbed, nsusp), number of time-steps (tstep), simulation time in number of days (tdays), grid cell size (dx, dy in m), D50 grain size diameter for the sediment fractions (bed load: Dbed[number of fraction],suspended load: Dsusp[number of fraction] all in m), the longitudinal channel slope (xslope), flood duration of the hydrograph at the boundary (tflood in s), the multiplier (ibedmult, isuspmult) and exponent of the sediment transport formula dependent on bed load and suspended load transport (bedpower, suspower), flag for roughness computation (roughopt), the Chezy coefficient (defchezy in m1/2/s), the roughness length (rghlength in m), roughness constant (rghconstant) and roughness exponent (rghexponent) in case roughopt =2, flag for choice of numerical scheme in discharge calculations (qscheme), Weighting parameters used in the Almeida (2012) q routing scheme (qwt1), morphological acceleration factor (msf), flag for choice of computing the boundary elevation (fix_flag: Set to 1 to fix elevations at inlet boundaries (i.e. enforce equilibrium), flag for Sediment transport law (qslaw) with multipliers for suspended and bed load transport (qscon, qscon2), dimensionless critical bed shear stress (taustar_crit), hiding factor (hfactor), Lateral sediment transport factor (qslat), Lateral mobility factor (mobfactor), Longitudinal slope amplification factor (qsgrad), number of substrate layers (Slayer), Flag to set choice of lateral sediment transport scheme (latscheme: 1 or 2), Flag to set curvature correction scheme (curvescheme), curvature correction parameter (epsilonA), Length scaling factor used in spiral flow intensity adjustment (kfactor), maximum vegetation age (agemax in s), minimum and maximum floodplain roughness (fpchezy_min, fpchezy_max as Chezy in m1/2/s), Final and initial fraction of bare sediment on climax vegetation surface, respectively (baresed_min, baresed_max), Maximum value of floodplain trapping efficiency (multiplier of suspended sediment deposition rates in floodplain cells, fptrapmax), Threshold velocity for floodplain to channel conversion (m/s), Floodplain sedimentation depth required for floodplain to channel conversion (dzburial in m), Time without inundation for floodplain colonization (tcolonize in s), Time below water level for floodplain to channel conversion (tdrown in s), Lateral sediment transport coefficient for bank erosion (banklat), flag for bank erosion scheme (bankmod), Bank erosion velocity threshold for bank model 2 (bvcr in m/s), Bank erosion velocity exponent (bvexp), Threshold bank height require for bank erosion (critbankht in m), Silt-clay factor used in bank erosion calculations (SCfactor), Bank height below which whole cell must be eroded before conversion from floodplain to channel (minbank in m), Factor controlling fractional reduction of sediment removal volume for conversion from floodplain to channel (bankfrac).

The rows below represent the output data (columns) per grid cell (rows). The columns are the grid coordinates (i,j), channel or floodplain identifier (Ctype) with 1 floodplain and 0 channel, the absolute bed elevation (z in m), the water depth (h in m), chezy coefficient (chezy in m1/2/s), the unit discharge in x and y direction (Fqx, Fqy in m3/s), the bed elevation guaranteeing mass balance (rpfz in m), Reference level of vegetation on floodplain (vegfpz in m), Bank height lost due to lateral erosion(dht in m), floodplain (fpage in s), Time since channel cell last inundated (twet in s), Time floodplain cell has been below water level (tdry in s), mean grain size in bed (Dm in m), bare sediment fraction (baresed), fraction of cohesive sediment (Fsiltclay), and number of bed layers (Alayer). 
Sediment transport fluxes are sorted per grain fraction that is defined as either bed load or suspended load (fraction number defined in initial parameterization is indicated by respective number in []). Bed load is indicated by S (e.g. FSx) and suspended load by C (e.g., FCx). Bed load discharge in x and y-direction (FSx and FSy in m3/s), lateral bank erosion bed load flux in x and y-direction (LSx and LSy in m3/s), ad the curvature corrected bed load transport discharge vector (CSx and Csy in m3/s). Suspended load flux in x and y-direction (FCx and FCy in kg/s), lateral bank erosion suspended flux (LCx and LCy in kg/s), and suspended sediment concentration in water column (conc (mg/l)). Respective total flux for each fraction of bed load and suspended load (sedmag in m3/s), sediment fraction in active substrate layer (Afrac), and the maximum bank height (bankH in m).
