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    Considering the Ice Excavation Required to Establish and Maintain an Open Ice Pit

    Source: Journal of Cold Regions Engineering:;2014:;Volume ( 028 ):;issue: 003
    Author:
    William Colgan
    DOI: 10.1061/(ASCE)CR.1943-5495.0000067
    Publisher: American Society of Civil Engineers
    Abstract: Several factors are increasing the likelihood of open ice pit mining adjacent to the Greenland ice sheet. This study employs a fully transient one-dimensional (1D) (depth-averaged) ice flow model, which includes a first-order longitudinal stress gradient approximation, to estimate the ice excavation required to establish and maintain an open ice pit. An idealized open ice pit geometry and purely deformational flow are assumed. A Monte Carlo approach is used to quantify the cumulative uncertainty in total ice excavation resulting from four key parameters: (1) ice temperature, (2) ice thickness, (3) equilibrium line altitude, and (4) surface mass balance gradient. Two scenarios of ice pit slope (2H:1V and 3H:1V), excavation method (constant and progressively steepening slope), and surface ablation enhancement (
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      Considering the Ice Excavation Required to Establish and Maintain an Open Ice Pit

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    contributor authorWilliam Colgan
    date accessioned2017-05-08T22:13:36Z
    date available2017-05-08T22:13:36Z
    date copyrightSeptember 2014
    date issued2014
    identifier other39907753.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74283
    description abstractSeveral factors are increasing the likelihood of open ice pit mining adjacent to the Greenland ice sheet. This study employs a fully transient one-dimensional (1D) (depth-averaged) ice flow model, which includes a first-order longitudinal stress gradient approximation, to estimate the ice excavation required to establish and maintain an open ice pit. An idealized open ice pit geometry and purely deformational flow are assumed. A Monte Carlo approach is used to quantify the cumulative uncertainty in total ice excavation resulting from four key parameters: (1) ice temperature, (2) ice thickness, (3) equilibrium line altitude, and (4) surface mass balance gradient. Two scenarios of ice pit slope (2H:1V and 3H:1V), excavation method (constant and progressively steepening slope), and surface ablation enhancement (
    publisherAmerican Society of Civil Engineers
    titleConsidering the Ice Excavation Required to Establish and Maintain an Open Ice Pit
    typeJournal Paper
    journal volume28
    journal issue3
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)CR.1943-5495.0000067
    treeJournal of Cold Regions Engineering:;2014:;Volume ( 028 ):;issue: 003
    contenttypeFulltext
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