Risk Reduction of a Terrorist Attack on a Critical Infrastructure Facility of LGOM Based on the Example of the Żelazny Most Tailings Storage Facility (OUOW Żelazny Most)

IF 0.7 Q4 MECHANICS
J. Bac-Bronowicz, Piotr Kowalczyk, M. Bartlewska-Urban
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引用次数: 5

Abstract

Abstract This paper identifies the threats and risks of a terrorist attack on a critical infrastructure facility based on the example of Żelazny Most Tailings Storage Facility (OUOW). The threat analysis primarily took into account the threats of deliberate human actions. Identification of potential threats concerning the infrastructure surrounding the facility was conducted based on information that is readily available on the Internet. The reasons why it may be a potential target were also justified. Numerical calculations of the stress–deformation scale of the initial state of the reservoir, based on the Biot model with the Kelvin–Voight rheological skeleton, were presented as a starting point for in-depth research on the scale of threats and risks to the reservoir. The presented numerical model can be a starting point for calculating the stability of a reservoir subjected to explosives. The facility constitutes a major element of Lubińsko-Głogowski Okręg Miedziowy (Lubin-Głogów Copper District). OUOW Żelazny Most is the biggest such facility in Europe and is utilized to collect tailing waist. When expanded in its southern quarter, the facility will be the biggest in the world.
LGOM关键基础设施遭受恐怖袭击的风险降低——以Żelazny Most尾矿库(OUOW Żelazny Most)为例
摘要本文以埃拉兹尼尾矿库为例,确定了恐怖袭击关键基础设施的威胁和风险。威胁分析主要考虑了蓄意人为行为的威胁。根据互联网上现成的信息,对设施周围基础设施的潜在威胁进行了识别。它可能成为潜在目标的原因也是合理的。基于具有Kelvin–Voight流变骨架的Biot模型,对储层初始状态的应力-变形规模进行了数值计算,作为深入研究储层威胁和风险规模的起点。所提出的数值模型可以作为计算炸药作用下油藏稳定性的起点。该设施构成了Lubińsko-Głogowski OkrÉG Miedziowy(Lubin-G 322; ogów铜矿区)的主要组成部分。OUOWŻelazny Most是欧洲最大的此类设施,用于收集尾矿腰。如果在南部扩建,该工厂将成为世界上最大的工厂。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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