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The average R2 for all 54 EEM QSPR models considered was 0.9, while the best EEM QSPR model reached R2 = 0.924.
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The different types of friction models considered are:.
The other models considered are the logit model and the probit model.
The class of hydrological models considered are dynamic, spatially-aggregated conceptual or statistical models.
The class of nonlinear models considered is discrete-time Takagi-Sugeno fuzzy with time-delay.
The models considered were those proposed by Walton and Braun [1986.
The models considered are: Spalart Allmaras, k ω, k g and v2 f.
The three alternative power dispatching models considered are PD, ESGD and ED.
The shaly-sand models considered are: The Simandoux Equation The Schlumberger modification of the Simandoux equation Indonesia equation.
For both approaches, working models considered were semiparametric linear models.
Further details of all models considered are given in the Web Appendix.
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