Abstract

ABSTRACT Hydrological models (HMs) can be applied for different purposes, and a key step is model calibration using objective functions (OF) to quantify the agreement between observed and calculated discharges. Fully understanding the OF is important to properly take advantage of model calibration and interpret the results. This study evaluates 36 OF proposed in the literature, considering two watersheds of different hydrological regimes. Daily simulated streamflow time-series, using a distributed hydrological model (MGB-IPH), and ten daily streamflow synthetic time-series, generated from the observed and calculated streamflows, were used in the analysis of each watershed. These synthetic data were used to evaluate how does each metric evaluate hypothetical cases that present isolated very well known error behaviors. Despite of all NSE-derived (Nash-Sutcliffe efficiency) metrics that use the square of the residuals in their formulation have shown higher sensitivity to errors in high flows, the ones that use daily and monthly averages of flow rates in absolute terms were more stringent than the others to assess HMs performance. Low flow errors were better evaluated by metrics that use the flow logarithm. The constant presence of zero flow rates deteriorate them significantly, with the exception of the metrics TRMSE (Transformed root mean square error) did not demonstrate this problem. An observed limitation of the formulations of some metrics was that the errors of overestimation or underestimation are compensated. Our results reassert that each metric should be interpreted specifically thinking about the aspects it has been proposed for, and simultaneously taking into account a set of metrics would lead to a broader evaluation of HM ability (e.g. multiobjective model evaluation). We recommend that the use of synthetic time series as those proposed in this work could be useful as an auxiliary step towards better understanding the evaluation of a calibrated hydrological model for each study case, taking into account model capabilities and observed hydrologic regime characteristics.

Highlights

  • Hydrologic models (HMs) are used to represent hydrological processes in order to obtain information for water resources planning and management

  • This study assessed 36 metrics that are frequently used for HM calibration by comparing calculated and observed hydrographs

  • Streamflow time-series were used from calculated values by MGB-IPH model from previous studies and ten synthetic timeseries generated based on the calculated and observed values, as a result of idealized error behavior in hypothetical cases

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Summary

INTRODUCTION

Hydrologic models (HMs) are used to represent hydrological processes in order to obtain information for water resources planning and management. One approach for HM calibration is manual calibration, based on manually changing model parameters and visually comparing observed and calculated hydrographs This is an intuitive way to judge the fit quality and is even preferred by many users (Pappenberger & Beven, 2004), being the most widely used one (Boyle et al, 2000). Subjectivity in choosing one of many different parameter sets results from personal preferences for denoting more the peak flow or drought errors (Krause et al, 2005; Garcia et al, 2017), even when a model that represents the overall behavior of the observed hydrographs is intended.

METHODOLOGY
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CONCLUSION

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