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Reclaimed Lignite Mining Areas in Lusatia - Development of Soil Physical Parameters of an Agricultural Site within the First Years after Site Reconstruction

机译:回收紫杉岩采矿区卢萨茨 - 在现场重建后的第一年内农业部位土壤物理参数的发展

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In Lusatia, lignite mining causes major disturbances on the landscape scale. Reclamation procedures are applied to recover the reconstructed landscape for different land use options. In this study we investigate soil physical properties of an agricultural reclamation/recultivation site directly after site restoration and the development of selected parameters within the first years after site restoration depending on varying recultivation strategies. The sandy substrates used for recultivation stem from depths of several meters. They are unstructured, free of recent organic matter and have high contents of calcium carbonate. During reconstruction and most of all during surface levelling with heavy crawlers, the substrate undergoes high mechanical stresses. This leads to partly severe soil or substrate compaction, depending amongst others on substrate water content and mechanical stresses during site construction. We investigate the effect of different organic soil amendments, different crop rotations and partly subsoiling on the development of soil structure. We compare results of laboratory measurements directly after site construction before any reclamation measures had been applied to results we gained after three and four years of recultivation. The results show that after the earthworks are completed, the site is strongly heterogeneous in relation to mechanical stability, permeability for air and water, pore volume and bulk density. The results after three and four years show that the heterogeneity of soil physical parameters decreases. The selection of suitable crop rotations superimposes the affects of other reclamation measures, eg varying organic fertilisers or deep loosening.
机译:在Lusatia,褐煤矿导致景观量表的主要扰动。填海程序适用于恢复不同土地使用选项的重建景观。在这项研究中,我们在现场恢复后直接调查农业回收/再生部位的土壤物理性质,并根据不同的重复策略在现场恢复后的第一年内开发选定参数。用于重新改造的沙质基材源于几米的深度。它们是非结构化的,不含近期有机物,并具有高含量的碳酸钙。在重建期间和大多数在具有重型爬虫的表面调平期间,基材经历高机械应力。这导致部分严重的土壤或衬底压实,取决于底物水含量和现场施工期间的机械应力。我们探讨了不同的有机土壤修正,不同作物旋转和部分破碎对土壤结构发展的影响。我们在现场施工后直接比较实验室测量结果,然后才能在经过三年和四年的再生后获得的结果。结果表明,在土方工作完成后,该网站与机械稳定性,空气和水的渗透性,孔隙体积和堆积密度有关,该网站具有强烈异质。结果在三年和四年后表明土壤物理参数的异质性降低。选择合适的作物旋转叠加了其他填海措施的影响,例如不同的有机肥料或深松松。

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