PHYSICAL PROPERTIES OF UPPER MINERAL HORIZONS OF CUTTING AREA (MIDDLE TAIGA, KOMI REPUBLIC)

S. Ogorodniaia, M. A. Butylkina, S. Krasikov, A. Dymov
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Abstract

Changes in the physical properties of podzolic soils were analysed three years after a cutting of coniferous-deciduous plantings in the territory of the middle taiga of the Komi Republic with three- and ten-fold forwarder passes, as well as after leveling deep ruts formed after ten passes. The influence of different number of passes on soil density, filtration coefficient, penetration resistance is shown. An assumption about various mechanisms of soil change has been made: three forwarder passes lead to compression, ten - to compression and turbation, which was confirmed by indications of soil density and hardness. It was revealed that compression leads to an increase in density by 0.15 g·cm-3 and penetration resistance by 25%. Meanwhile, filtration rate did not change. Ten passes lead to turbation, which levels the possible compaction due to an introduction of forest litter into the upper mineral soil horizons. Moreover, hardness values decreased by 2-3 times and water permeability decreased from 70 to 1 cm·day-1. It was revealed that leveling deep ruts causes a noticeable decrease in soil density after three years, including in comparison with the undisturbed soil. Furthermore, filtration rate increases several times. Penetration resistance is also increased. An estimation of the water retention curve approximation parameters by the van Genuchten equation made it possible to identify changes in soil of ruts compared to the a mechanically undisturbed site. A decrease in the range of mobile moisture was noted as a result of compaction after heavy equipment usage, leading to moisture stagnation in ruts.
切割区(中泰加,科米共和国)上部矿层的物理性质
在科米共和国中泰加地区针叶林-落叶林种植区进行了三次和十次碾压,并对十次碾压后形成的深坑进行了平整,分析了荚状土壤物理特性三年后的变化。图中显示了不同通过次数对土壤密度、过滤系数和渗透阻力的影响。对土壤变化的各种机理进行了假设:三次转运导致压缩,十次转运导致压缩和湍流,土壤密度和硬度指标证实了这一点。结果表明,压缩导致密度增加 0.15 g-cm-3,渗透阻力增加 25%。同时,过滤率没有变化。十次通过会导致浑浊,这表明由于森林垃圾进入上层矿质土壤层,可能会造成压实。此外,硬度值降低了 2-3 倍,透水性从 70 厘米-天-1 降至 1 厘米-天-1。研究表明,平整深车辙会在三年后导致土壤密度明显降低,包括与未扰动的土壤相比。此外,过滤率增加了几倍。渗透阻力也增加了。通过 van Genuchten 方程对保水曲线近似参数的估算,可以确定车辙土壤与机械未扰动场地相比发生了哪些变化。由于重型设备使用后的压实作用,车辙中的水分滞留,导致流动水分范围缩小。
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