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Modeling Surface Water Critical Loads with PROFILE

Possibilities and Challenges

L. Rapp* and K. Bishop

Department of Environmental Assessment, Swedish University of Agricultural Sciences, SE-750 07 Uppsala, Sweden



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Fig. 1. Conceptual model of a forest soil as used by the PROFILE model. The soil layers represent the organic (O horizon), eluvial (E horizon), illuvial (B horizon), and the underlying mineral soil that are little affected by pedogenic processes (C horizon). The figure is extracted and modified from Alveteg (1998).

 


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Fig. 2. Location of lakes for which paleolimnological investigations of acidification history have been undertaken (Renberg et al., 1993; Korsman et al., 1994; Korsman and Birks, 1996; Korsman, 1999) together with an enlargement of the study area from which soil property distributions were created.

 


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Fig. 3. Distribution of soil depths (n = 158) along the transect of power pylons.

 


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Fig. 4. Distribution of soil texture illustrated as classes and corresponding mineral surface area. Loss on ignition (2.5%) has been used to account for nonmineral surfaces.

 


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Fig. 5. Distribution of moisture classes and corresponding soil water content.

 


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Fig. 6. Frequency plot of preindustrial acid neutralizing capacity (ANCo) calculated by the PROFILE model (n = 1500). Dotted lines correspond to the medians of the distributions. The paleolimnological reconstructions (n = 5) are indicated including the uncertainty range (standard error of prediction, ±30 µmolc L-1).

 


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Fig. 7. Cumulative distributions showing the individual parameters' contribution to the whole variation in preindustrial acid neutralizing capacity (ANCo).

 


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Fig. 8. The PROFILE model (frequency plot), using a calibrated annual average hydrological soil depth, compared with the Diatom model. Error bars indicate the associated uncertainty (standard error of prediction, ±30 µmolc L-1) of the Diatom model.

 


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Fig. 9. Acid neutralizing capacity as a function of residence time in a soil profile using different sets of weathering brakes. Changing the amount of water flow through the profile created the time series.

 





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