选择测试岩石水文地质特征的方法,作为对露天采场附近地下水流动模拟的支持

K. Niedbalska, P. Bukowski, I. Augustyniak
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引用次数: 0

摘要

适当的掩埋采矿后废物的方法可以极大地阻碍垃圾填埋场内的水流,是限制污染物浸出及其向含水层迁移的最有效方法之一。数值模拟程序支持水循环的预测和污染物淋滤及其迁移过程的动力学,该程序允许评估随时间变化过程的真实条件。硬煤开采后废弃物露天采场的复垦,其对水环境影响评价的模型研究应以一套现代、统一、相辅相成的岩石材料试验方法为支撑。地下水流动和污染物迁移的数值模型,除其他外,需要储存地点沉积岩石的水文地质特性数据。它们是基于现场和实验室测试的结果。预测露天矿坑复垦所使用的采矿后废物对地下水的影响的一个重要因素是定量评价沉积的废物(主要是石炭系岩石)的吸收能力和岩石碎片的自由空间的体积,这是一个特别容易受到矿物风化和污染淋滤影响的区域。这些试验必须与在实验室模拟松散物料的过滤系数随排土场厚度的变化以及在填土过程中填入的岩石施加的垂直压力的变化同时进行。以回填砂开采后开挖中储存物料的研究为例,提出将原来为预测矿井和地下开挖水害而发展的研究方法,适应评价排土场水循环条件变化的需要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
SELECTED METHODS OF TESTING HYDROGEOLOGICAL FEATURES OF ROCKS AS A SUPPORT FOR GROUNDWATER FLOW MODELLING NEAR A RECLAIMED OPEN PIT
An appropriate method of depositing post-mining waste can impede very significantly the water flow within the landfill and be one of the most effective methods of limiting the leaching of pollutants and their migration to the aquifer. The forecasting of water circulation and the dynamics of the process of pollutants leaching and their migration is supported by numerical modelling programs that allow assessing real conditions to follow changes in the processes over time. In case of reclamation of an open pit with post-mining wastes from hard coal mines, model research for the assessment of its impact on the aquatic environment should be supported by a complex of modern, uniform and mutually complementary methods of testing rock materials. The numerical models of groundwater flow and migration of pollutants required, among others, data on hydrogeological properties of rocks deposited in a storage site. They are based on both the results of field and laboratory tests. An important element in forecasting the impact of post-mining waste used in the reclamation of an open pit on groundwater is the quantitative assessment of the absorptive capacity of deposited wastes (mainly Carboniferous rocks) and the volume of free spaces of rock debris as a zone particularly susceptible to mineral weathering and pollution leaching. These tests must be carried out simultaneously with the simulation, in the laboratory, of changes in the filtration coefficient of loose materials depending on the thickness of the dump and changes in the vertical pressure exerted by rocks filled up during reclamation. Based on the example of research conducted on the material stored in the excavation after exploitation of backfilling sand, the authors proposed to adapt the research methods originally developed for the purposes of forecasting water hazards in mine shafts and underground excavations for the need of assessing changes in water circulation conditions within the dump.
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