Advances in non-Newtonian dam break studies

N. Moon, M. Parker, H. Boshoff, D. Clohan
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引用次数: 5

Abstract

Tailings dam failures have and continue to cause large-scale devastation and environmental impacts. Historically these impacts have largely been predicted using Newtonian hydrodynamic modelling principles resulting in a general overestimation of potential consequences. However, since about 2014 the collective mining industry began developing complex tools to better predict the likely impacts of these failures. The industry has focused on leveraging the latest in computational flow dynamics modelling software and computational hardware to preform non-Newtonian tailings dam break assessments. However, as our tools become more sophisticated so does the requirement on input data. This paper discusses the past modelling approaches and the development of non-Newtonian tailings dam break models. The sensitivity of the flow behaviour is presented through four case studies, showing how this selection influences the outcomes and how previous approaches assuming Newtonian characteristics may present an overly conservative result. It is noted that additional knowledge and expertise will become available as non-Newtonian tailings dam break studies become the norm. In the interim, the uncertainty of these analysis needs to be analysed.
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非牛顿溃坝研究进展
尾矿坝的破坏已经并将继续造成大规模的破坏和环境影响。从历史上看,这些影响在很大程度上是用牛顿流体动力学建模原理来预测的,导致对潜在后果的普遍高估。然而,大约从2014年开始,集体采矿业开始开发复杂的工具,以更好地预测这些故障的可能影响。该行业一直专注于利用最新的计算流动力学建模软件和计算硬件来进行非牛顿尾矿坝溃坝评估。然而,随着我们的工具变得越来越复杂,对输入数据的要求也越来越高。本文讨论了以往的建模方法和非牛顿尾矿库溃坝模型的发展。流动特性的敏感性通过四个案例研究呈现,展示了这种选择如何影响结果,以及先前假设牛顿特征的方法如何呈现过于保守的结果。报告指出,随着非牛顿理论的尾矿坝溃坝研究成为常态,将可获得更多的知识和专门知识。在此期间,需要分析这些分析的不确定性。
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