Zs. P. Komáromy szerk.: Studia Botanica Hungarica 16. 1982 (Budapest, 1982)
Hably, Lilla: The relation between Pb-pollution along mainroads and the trace element-composition in soil and vegetation (Examination of section rectangular to M3 mainroad)
Sample Mn ppm Zn PPm Cu ppm Pb PPm pH H 2 0 % organic material % clay mineral % CaC0 3 % 34. 1. 530.0 3. 37 0.93 9.50 5.25 3.1 4.8 21.1 _ 34. 2. 490.0 2. 14 0.59 7.43 6.4 4.0 4.2 25.2 34. 3. 315.0 5. 5 0.82 6.47 6.1 4.2 3.4 21.1 34. 4. 363.3 2. 65 0.49 6.47 6.65 4.2 2.2 21.1 34. 5. 368.3 0.44 0.46 6.77 7.2 4.4 2.0 25.2 36. 1. 506.6 B. 92 5.03 9.82 7.5 3.2 4.1 23.1 2.2 36. 2. 483.3 2. 25 5.47 5.79 7.6 3.4 3.6 21.1 2.2 36. 3. 475.0 0.78 3.96 5.30 7.7 3.6 3.0 21.1 1.7 36. 4. 416.6 0. 58 3.82 5.48 7.7 4.0 2.8 25.2 1.3 36. 5. 495.0 1 . 0 5 3.95 4.72 7.8 2.5 1.9 14.7 1.9 36. 6. 546.6 0. 69 3.97 6.67 7.8 4.6 2.4 29.4 2.2 36. 7. 141.3 o. 53 2.70 3.65 7.9 5.4 2.1 23.1 3.5 36. 8. 73.6 o. 47 2.24 2.86 7.9 5.0 2.0 33.6 7.4 36. 9. 60.4 0.35 2.09 3.06 8.0 4.3 1.8 25.2 3.1 36.10. 65.9 0. 42 2.15 2.69 8.0 4.4 1.8 35.7 6.1 37. 1. 285.0 4. 13 0.82 6.54 7.0 3.6 4.4 16.8 37. 2. 224.8 1. 73 0.78 3.62 6.5 4.4 2.9 25.2 37. 3. 263.3 0. 93 0.47 2.96 6.7 4.2 2.2 21.1 38. 1. 445.0 1. 80 7.65 8.92 6.1 3.1 3.7 18.9 38. 2. 473.3 2. 53 6.85 8.09 5.8 3.6 4.4 21.1 38. 3. 635.0 2. 61 9.49 13.26 5.7 3.4 4.0 21.1 38. 4. 516.6 2. 41 7.07 8.95 6.0 3.4 3.8 21.1 38. 5. 246.6 0. 63 6.39 4.13 6.4 4.0 3.2 21.1 38. 6. 273.3 1 . 50 5.53 4.04 6.7 3.8 2.6 31.5 38. 7. 453.3 0. 34 5.08 6.75 7.15 4.6 2.1 25.2 38. 8. 345.0 0. 41 4.38 5.65 7.8 4. 5 2.0 27.3 1.7 38. 9. 198.1 0. 37 3.58 4.34 8.2 4.7 2.0 23.1 3.7 38.10. 144.2 0.37 3.34 3.91 8.3 5.0 1 .9 39.9 4.6 3. The soluble element content of soil-sections and the examination of the geochemical factors influencing it The soluble element content was measured after shaking in EDTA by means of atomic absorption device. The quantity of these in >ug/g us shown in Table 1. Direct conclusions can not be drawn from the values of the soluble element content of different sections, therefore correlation has been calculated for the examined element of each section as well as between its element and the examaned parameters. Correlation was calculated on the basis of the following formule: SP r = \l SO . SQ +SP =X XV y I" .jy
