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| The '''Nash–Sutcliffe model efficiency coefficient''' is used to assess the predictive power of [[hydrology|hydrological]] models. It is defined as:
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| : <math>
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| E=1-\frac
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| {\sum_{t=1}^T\left(Q_o^t-Q_m^t\right)^2}
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| {\sum_{t=1}^T\left(Q_o^t-\overline{Q_o}\right)^2}
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| </math>
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| where ''Q''<sub>o</sub> is observed discharge, and ''Q''<sub>''m''</sub> is modeled discharge. ''Q''<sub>o</sub><sup>''t''</sup> is observed discharge at time ''t''.<ref>Nash, J. E. and J. V. Sutcliffe (1970), [http://dx.doi.org/10.1016/0022-1694(70)90255-6 River flow forecasting through conceptual models part I — A discussion of principles], ''[[Journal of Hydrology]]'', 10 (3), 282–290.</ref>
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| Nash–Sutcliffe efficiencies can range from −∞ to 1. An efficiency of 1 (''E'' = 1) corresponds to a perfect match of modeled discharge to the observed data. An efficiency of 0 (''E'' = 0) indicates that the model predictions are as accurate as the mean of the observed data, whereas an efficiency less than zero (''E'' < 0) occurs when the observed mean is a better predictor than the model or, in other words, when the residual variance (described by the numerator in the expression above), is larger than the data variance (described by the denominator).
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| Essentially, the closer the model efficiency is to 1, the more accurate the model is.
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| It should be noted that Nash–Sutcliffe efficiencies can also be used to quantitatively describe the accuracy of model outputs other than discharge. This method can be used to describe the predictive accuracy of other models as long as there is observed data to compare the model results to. For example, Nash–Sutcliffe efficiencies have been reported in scientific literature for model simulations of discharge, and water quality constituents such as [[sediment]], nitrogen, and phosphorus loadings.<ref>Moriasi, D. N.; Arnold, J. G.; Van Liew, M. W.; Bingner,R. L.; Harmel, R. D.; Veith, T. L. (2007), [http://ddr.nal.usda.gov/dspace/bitstream/10113/9298/1/IND44003774.pdf "Model Evaluation Guidelines for Systematic Quantification of Accuracy in Watershed Simulations"], ''Transactions of the ASABE'', 50 (3), 885–900.</ref>
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| == References ==
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| <references/> | |
| 2 Moriasi, D. N.; Arnold, J. G.; Van Liew, M. W.; Bingner,R. L.; Harmel, R. D.; Veith, T. L. (2007), "Model Evaluation Guidelines for Systematic Quantification of Accuracy in Watershed Simulations", Transactions of the ASABE, 50 (3), 885–900.
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| PDF link: http://swat.tamu.edu/media/1312/moriasimodeleval.pdf
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| {{DEFAULTSORT:Nash-Sutcliffe model efficiency coefficient}}
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| [[Category:Hydrology]]
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| [[Category:Point estimation performance]]
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