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274                                                  Soil and Water Contamination

                    To obtain optimal and reproducible calibrated parameter values, a more quantitative
                    approach is preferable. Such an approach requires the model performance criteria to be
                    quantified, formalised in an  objective function . In mathematical terms, this objective
                    function describes the difference between observed values and model predictions, given
                    a set of model parameter values; these differences could be the absolute differences or the
                    squared differences, for example. The outcome of the objective function thus varies with
                    varying values for the model parameter values. The calibration  procedure aims at finding
                    the minimum of this function; once this has been done, the associated parameter values are
                    considered to be the best estimates. Often, the sum of the square of the differences between
                    predicted and observed values is used as an objective function:
                           n
                                 ˆ
                       )       f (  ~ i  x ( q)  x  2                                  (15.1)
                                  i
                             i 1
                    where f(α) = the objective function , α = the combination of parameter values, n = number
                                 ~
                    of observations,  x  = ith observed value, and  ˆ x i  (q ) = ith predicted value with parameter
                                  i
                    combination  q. Minimising this objective function (Equation 15.1) is also referred to
                    as  least squares fitting ; it yields statistically unbiased estimates of the parameter values,
                    provided that the residuals are normally distributed. However, environmental concentrations
                    often have positively skewed (lognormal) distributions. Therefore, both the predicted and
                    observed values are usually logtransformed by taking their logarithm before calculating the
                    residuals. If the model predicts two or more variables for which observed data are available
                    for calibration , the least squares criterion (Equation 15.1) can also be used, but the residuals
                    of the different variables should be weighted proportional to the reciprocal of the means or
                    variances of the respective variables, otherwise the variable with the largest absolute values
                    dominates the calibration result.
                       Several methods are available for finding the minimum of the objective function .
                    In all of them, the ranges within which the parameter values are allowed to vary must
                    be defined  a priori, based on the literature and hard physical limits. For example, if the
                    denitrification  rate constant in a surface water quality model has been calibrated, we know
                    that this constant has a value larger or equal than zero and based on the literature values
                                                                                 -1
                    (see Table 13.3) we know that these values rarely exceed the value of 2.0 d . An a priori
                                                           -1
                    range for this parameter could thus be 0 – 2.0 d . The most straightforward method for
                    finding the minimum of the objective function is the so-called ‘brute force’ method: this
                    method divides the range of each parameter to be calibrated into a number of discrete
                    steps. The model is then run for each possible parameter combination, and the objective
                    function is evaluated. Figure 15.4 shows, for example, the surface of the objective function
                    for the different parameter combinations of a simple one-dimensional, two-parameter
                    model of phosphate concentrations in a river, which includes first-order phosphate removal
                    and dilution by inflowing groundwater (Van der Perk, 1997). The minimum value of the
                    objective function can easily be found, but the discrete steps may cause the estimate of the
                    best parameter combination to become inaccurate. Another disadvantage of this method
                    may be the large computational effort, especially when calibrating a complex model.
                    Allowing only a few parameters to vary in a few discrete steps already leads to considerable
                    number of parameter combinations and thus model runs. This may cause the method to
                    become very time-consuming. Other, more sophisticated, methods search for the minimum
                    of the objective function more efficiently. In general, these methods start with a user-
                    defined initial parameter estimate after which the minimum is searched for iteratively. This
                    automated calibration  is also referred to as inverse modelling . There are several computer
                    tools available for automated calibration, e.g. PEST  (WHI, 1999) and UCODE  (Poeter and
                    Hill, 1998).










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        Soil and Water.indd   286                                                           10/1/2013   6:45:21 PM
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