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Selection of an appropriately simple storm runoff model

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Fig. 1. Map showing the location of the stations for which data were analysed. The relative size of the inner dot corresponds to the Nash- Nash-Sutcliffe model efficiency (attained with the best three-parameter model and corrected for the number of free pa
Fig. 2. Cumulative distribution of Nash-Sutcliffe model efficiency (NSME) for the model variants with three and two free parameters, respectively.
Table 3. Summary of the analysis of variance in parameter values derived from fitting the optimal runoff model to event runoff estimates from the 260 catchments
Fig. 3. Relationship between catchment humidity index (H , the ra- ra-tio of rainfall over potential evaporara-tion) and the median estimated fraction of saturated area (exceeded half of the time).
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