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EXECUTIVE SUMMARY - UNESCO World Heritage

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Pre-proposal No 2 SPATIAL VARIABILITY OF SOIL DEPTH AND TRANSPORT<br />

PROPERTIES AS THE PRINCIPAL INDICATORS OF ENVIRONMENTAL SOIL FUNCTIONS<br />

Soil depth will be measured by means of two methods:<br />

• the electric resistivity tomography, which has been successfully applied in the Vtáãnik Massif already, along with the ground penetration radar<br />

and digging;<br />

• measurement of soil depth at forest road cuts.<br />

In the massifs given in Table 1, the soil depth will be measured by 2-Delectric resistivity tomography along transects running in the North-South<br />

direction parallel to the slope gradient. The electrodes arrays will be arranged so as to ensure the maximum resolution on the scale of tens of cm.<br />

One measurement will capture approximately a section 250 m long. In the case of dificulties in discriminating between soil cover and bedrock, 1-<br />

D electric sounding will be employed.<br />

18<br />

1.2 Characterization of soil depth spatial variability<br />

The sets of measured data will be analyzed as realizations of random processes. Their statistical distribution will be determined, whereas<br />

deviations from the normal distribution will be screened by the Smirnov-Kolmogorov Test. The structure of spatial autocorrelation<br />

will be studied by geostatistical methods, and specifically semivariograms. It can be assumed that the data sets will be effected by a<br />

trend due to the growing thisckness of the slope deposits as a function of elevation and aspect. This possibility will be coped with by<br />

the application of universal kriging with an external drift, which, according to the autors, provided a 38 % higher accuracy in estimating<br />

a soil horizon thickness than the simple linera regression of the horizon depth and soil sloping.<br />

1.3 Correlation with the abiotic environment<br />

The topographic atributes will be calculated from a digital model of terrain. For the identification of factors, directly on indirectly effecting<br />

the measured soil depth, factor analysis will be used for the set of climatic-topographic characteristics. The extraction of factor will<br />

be performed by the principal component analysis. For any given data set, the number of used factors shall ensure that their cumulative<br />

share on the total variance exceeds 70 %. Subsequently, crossvalidation of the predicted values will be carried out.<br />

1.4 Correlation with the biotic environment<br />

A similar approach will be taken in observable variables, themselves conditioned by the soil depth – and by that virtue also through the<br />

total content of nutrients and water holding capacity. They are the tree species composition, the height of the medium stem in the forest<br />

stand at the age of 100 years. The transects however must avoid areas subject to random cutting which changes the distribution of tree<br />

heights and diameters in a non-systematic way. Under standard conditions and management systems, the height of medium tree at the<br />

age of 100 years in a forest stand represents a good denominator for a comparison. It will be determined by means of the height curves<br />

reproduced in the growth tables based on the upper height of the joint stand. It is known form literature that it is not sensitive to thinnings<br />

and well reflects the quality of individual sites. By means of the Sybilla tree growth model (Fabrika 2006), opportunities of further<br />

downscaling of the indicated approach will be studied.<br />

Stage II: Modification of new fast method for the prediction of soil transport properties<br />

Actions:<br />

2.1 Derivation of mathematical relationships<br />

The adaptation of new fast method for the prediction of the hydraulic conductivity of soils for field measurements will be carried out<br />

based on the stochastic-convective assumption for the transport of water and solutes. For this purpose, formulas for the calculation of<br />

_ (_) a K(_) from the indicator resident concentration will be derived leaning on the framework laid by Jury and Scotter (1994). It will enable<br />

alternative approaches based on experiments defined by initial or boundary conditions, which shall render breakthrough curves of<br />

the indicator (bromide) established by the Time Domain Reflectometry device connected to probes inserted horizontally into the soil profile<br />

in the depth z, or form the resident concentrations of the indicator at a given time t, or alternatively, from the resident concentration<br />

profiles of the Brilliant Blue dye tracer by means of image analysis.<br />

2.2 Construction of the experimental apparatus<br />

The breakthrough curves and concentration changes in the soil profile will be acquired through field measurements by means of an<br />

apparatus specially built for this purpose. As opposed to sprinklers employed by other authors, it will feature nature-like a technique of<br />

liquid indicator application in the form of drops similar to throughfall. The device will consist of an dispenser part, assembled from an<br />

array of 400 x 400 syringe needles embedded in a teflon plate attached to a vibrator. The needed sprinkling intensity will be achieved<br />

through a dosing pump operating in the range of 0,5–150,0 l.h–1.

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