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Sustainable mine reclamation and landscape engineering.

机译:可持续的矿山开垦和景观工程。

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Since its beginnings thirty years ago, mine reclamation practice continues to evolve. To determine the current state of practice for closure planing, landscape design, and to observe reclaimed landscape performance, 69 mines were visited. Reclamation, though generally well done, seldom satisfied stakeholders or regulators—few sites have received reclamation certification or been returned to the original owner. Until processes for setting realistic goals, multidisciplinary landscape design, and equitable transfer of residual liability are developed, mining companies will not achieve successful reclamation—mining will remain a terminal rather than temporary land use.; While most reclaimed areas of most mines exhibit good landscape performance, several shortcomings in the state of practice are clear. The use and rigor of surface-water hydrology design is lacking. Performance of slopes with erodible substrates, the high costs of trafficking soft tailings areas, and errors in predicting end-pit lake filling are particularly troublesome. Designs and regulations that accommodate the dynamic nature of landscapes are uncommon. Poor landscape performance often relates to fluxes (of ions, water, sediment, nutrients, etc) that are unanticipated or outside expected ranges or more commonly, simply fail to achieve unrealistic objectives.; Landscape engineering is introduced to help alleviate these shortcomings. It focuses on setting and achieving more realistic goals through inclusions of traditional engineering methods. Work is multidisciplinary and involve teams of specialists.; To demonstrate the technical side of landscape engineering, two studies were performed. In the first, the effects of uncertainty in substrate hydraulic conductivity were demonstrated with a database of 800 hydraulic conductivity measurements of oil sand tailings sand. Simple geostatistical tools such as the coefficient of variation, upscaling, and quantifying spatial variability are demonstrated and several design scenarios described. The second study involves predicting erosion rates of fine-grained fills. Results from the laboratory, field, and the literature indicate erosion rate predictions, even under ideal conditions, are generally only accurate to within one order of magnitude. Both the studies highlight the need to estimate common landscape fluxes, their impact on performance, and the need to deliver robust designs and institutional mechanisms that allow for inherent limitations in predicting long term landscape performance for large or complex mining landforms and landscapes.
机译:自三十年前开始以来,开垦矿场的做法就不断发展。为了确定封闭计划,景观设计的当前实践状态并观察回收的景观表现,参观了69座矿山。填海虽然通常做得很好,但很少让利益相关者或监管者满意-很少有站点获得填海认证或退还给原始所有者。除非制定确定现实目标的流程,多学科的景观设计和剩余责任的公平转移,否则采矿公司将无法成功进行填海造林,采矿将仍然是最终用途,而不是临时土地用途。虽然大多数矿山的大多数填海区表现出良好的景观表现,但实践中的一些缺点是显而易见的。缺乏地表水文水文学设计的使用和严格性。基质易蚀的斜坡的性能,运输软尾矿区的高昂成本以及预测底坑​​湖水充填的误差特别麻烦。适应景观动态特性的设计和法规并不常见。糟糕的景观表现通常与通量(离子,水,沉积物,养分等)有关,这些通量是出乎意料的,或者超出了预期范围,或更常见的是,根本无法实现不切实际的目标。引入了景观工程来减轻这些缺点。它着重于通过包含传统工程方法来设定和实现更现实的目标。工作是多学科的,涉及专家团队。为了演示景观工程的技术方面,进行了两项研究。首先,用800个油砂尾矿砂的水力传导率测量数据库证明了基底水力传导率不确定性的影响。演示了简单的地统计工具,例如变异系数,放大比例和量化空间变异性,并描述了几种设计方案。第二项研究涉及预测细粒填充料的侵蚀率。实验室,现场和文献的结果表明,即使在理想条件下,腐蚀速率的预测通常也只能精确到一个数量级。两项研究都强调需要估计常见的景观通量,它们对性能的影响,以及提供健壮的设计和体制机制的需要,这些设计和制度性机制在预测大型或复杂采矿地貌和景观的长期景观性能时会受到固有的限制。

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