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A Fast Optimum Pit Limit Analysis Method Based on Revised Maximum Flow Algorithm

机译:基于修订最大流量算法的快速最佳坑极限分析方法

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A fast algorithm to find the optimum ultimate pit is not only used to solve the ultimate pit limit problem that maximize total dollar value for a given block model of an open pit project but it also plays an important role in solving a series of optimum pit limits required for some other stages of mine planning, e.g., open pit phase design using parameterization and long-term open pit mine production scheduling using Lagrangian relaxation (Dagdelen, 1985) or four-dimensional network relaxation (Akaike, 1999) methods. This paper presents the revised maximum flow algorithm that is further developed in order to solve each sub-problem in a new open pit mine phase design algorithm (Somrit, 2011) based on the maximum flow algorithm proposed by Johnson (Johnson, 1968). For all case studies, results indicate that the revised maximum flow algorithm is much faster than widely used commercial software packages that employ the Lerchs-Grossman (LG) algorithm (Lerchs & Grossman, 1965). We also prove that the optimality of the ultimate pit limit problem is always obtained using the revised maximum flow algorithm. Furthermore, results confirm that this algorithm guarantees the true optimum ultimate pit limit while some commercial software packages surprisingly may not.
机译:快速算法找到最佳终极坑不仅用于解决最大限度的坑限制问题,可以最大限度地为露天工程的给定块模型最大化总美元值,但它也在解决一系列最佳坑里限制方面发挥着重要作用使用参数化和长期露天矿生产调度的矿山规划的其他一些阶段所需的矿井规划(Dagdelen,1985)或四维网络放松(Akaike,1999)方法。本文提出了经修订的最大流量算法,该算法进一步开发,以解决新的露天矿井相位设计算法(Somrit,2011)的每个子问题,基于Johnson(Johnson,1968)提出的最大流量算法。对于所有案例研究,结果表明,修订后的最大流量算法比采用Lerchs-Grossman(LG)算法(Lerchs&Grossman,1965)的广泛使用的商业软件包更快。我们还证明,始终使用经修订的最大流量算法获得最终坑极限问题的最优性。此外,结果证实,该算法保证了真正的最佳终极坑限制,而一些商业软件包装可能不会。

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