Optimal parameter sets of the TERRA/LM model for the different land surface sites: z 0 is the roughness length, a sw the short- wave albedo, R S,min the minimum stomatal resistance. veg is the vegetation ratio, LAI the leaf area index, c s the soil heat capacity, and n FC the field capacity.

Optimal parameter sets of the TERRA/LM model for the different land surface sites: z 0 is the roughness length, a sw the short- wave albedo, R S,min the minimum stomatal resistance. veg is the vegetation ratio, LAI the leaf area index, c s the soil heat capacity, and n FC the field capacity.

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The turbulent sensible and latent heat fluxes simulated in the operational weather forecast model LM have been checked with data from the field experiment LITFASS 2003 (Lindenberg Inhomogeneous Terrain - Fluxes between Atmosphere and Surface: a Long-term Study) using both single site measurements and grid box aggregated fluxes. SCE-UA (single objec...

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Context 1
... SCE-UA (single objective) and the MOSCEM-UA (multi objective) approaches are applied to calibrate the land- surface scheme TERRA/LM for 11 single sites in the area of the LITFASS 2003 experiment. The parameters selected, their prescribed numerical ranges and their respective values as given in the standard TERRA/LM are listed in Table 2. With the parameters found by calibration (Table 3) TERRA/ LM is validated using an alternative data set from the same sites, using the procedure described earlier. ...
Context 2
... this study, the single-criterion SCE-UA algorithm (Duan, 1994) and the multi-criteria algorithm MOSCEM-UA have been applied consecutively. SCE-UA is used to calibrate a total of 12 parameters as listed in Table 3 while, in a second step, MOSCEM-UA is used to calibrate a subset of 6 (Table 2). The target single objective function for the SCE-UA calibration is the sum of the squared Nash- Sutcliffe measures of latent and sensible heat. ...
Context 3
... procedure was adopted because of the enormous computer resources required for the multi-objective MOSCEM-UA calibration for as many as 12 parameters in a reasonable time. The parameters listed in Tables 2 and 3 were subject to the single objective calibration. Then the parameters in Table 3 were fixed and only the parameters in Table 2 were calibrated by the multi- objective approach. ...
Context 4
... parameters listed in Tables 2 and 3 were subject to the single objective calibration. Then the parameters in Table 3 were fixed and only the parameters in Table 2 were calibrated by the multi- objective approach. The parameters selected for the final multi-objective calibration (Table 2) should characterise the surface (roughness length and albedo), the vegetation (minimum stomatal resistance and leaf area index) and the soil (soil heat capacity and field capacity). ...
Context 5
... the parameters in Table 3 were fixed and only the parameters in Table 2 were calibrated by the multi- objective approach. The parameters selected for the final multi-objective calibration (Table 2) should characterise the surface (roughness length and albedo), the vegetation (minimum stomatal resistance and leaf area index) and the soil (soil heat capacity and field capacity). Their ranges are prescribed according to measurements taken during the LITFASS 2003 experiment (Beyrich et al., 2004). ...
Context 6
... parameters in Table 2 found by the multi-objective calibration describe the objective functions closest to the lower left corner in Fig. 4. They show quite diffuse behaviour, with no clear distinction between the different land use classes and large differences occur for sites with identical vegetation types. ...
Context 7
... there is one parameter set for each of the points in the Pareto curve (denoted ‘mean’ in Figs. 4 and 5). The parameters listed in Tables 2 and 3 ...

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... It is also superior to the conventional MCMCS in its ability to estimate Pareto optimal solutions because it prevents clustering of evolved solutions in the compromized region as well as premature convergence when highly correlated performance criteria are used for model calibration (Vrugt et al., 2003). Researchers in various fields have proven its efficacy for finding Pareto optimal solutions (Vrugt et al., 2003;Johnsen et al., 2005;Schoups et al., 2005). ...
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This study aims to propose a method for effectively recognising and evaluating model structural uncertainty. It began with a comparative assessment of various model structures that have differing features regarding the rainfall-runoff mechanism and DEM spatial resolution. The assessment applied a multi-objective optimisation method (MOSCEM-UA) with two objective functions (simple least-squares and the heteroscedastic maximum likelihood estimator), and focused on five historical flood events. The study was based on the assumptions that a structurally sound model assures improved prediction results (either minimized or maximized model performance measure), allows constant model performance with regard to objective functions (a small Pareto solution set), and yields good applicability of a calibrated parameter set to various events (good parameter stability). The results indicated that KWMSS, a distributed model, was superior to SFM, a simple lumped model, when estimating a Pareto solution set and assessing parameter stability for the applied events. In addition, three different spatial resolutions (250 m, 500 m, and 1 km) were compared to assess the structural uncertainty due to changes in the topographical representation in distributed rainfall-runoff modelling. The results indicated that the 250 and 500 m models were Pareto-equivalent, containing similar Pareto fronts, and both produced Pareto results superior to the 1 km model. Both models also yielded parameter stability values that were much more superior to the model based on a 1 km DEM. As the topographic representation became more detailed, the model showed a tendency to have less structural uncertainty in terms of guarantying better performance, better parameter stability, and a smaller Pareto solution set. On the other hand, the output of a spatially detailed model was likely to be insensitive to the variation of model parameters (i.e. equifinality). Copyright © 2011 John Wiley & Sons, Ltd.
... However, model calibration using other observations has received far less attention. Examples using one type of observation are the use of ground water data [42], turbulent fluxes [22], [39], or observed soil moisture data, obtained either in situ [5], [26] or through remote sensing [32], [44]. ...
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... All optimized parameter sets were provided by the GKSS Institute in Geesthacht. An exemplary description of the optimization for TERRA is given in JOHNSEN et al. (2006). ...
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