Considering the Ice Excavation Required to Establish and Maintain an Open Ice PitSource: Journal of Cold Regions Engineering:;2014:;Volume ( 028 ):;issue: 003Author:William Colgan
DOI: 10.1061/(ASCE)CR.1943-5495.0000067Publisher: 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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| contributor author | William Colgan | |
| date accessioned | 2017-05-08T22:13:36Z | |
| date available | 2017-05-08T22:13:36Z | |
| date copyright | September 2014 | |
| date issued | 2014 | |
| identifier other | 39907753.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/74283 | |
| description 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 ( | |
| publisher | American Society of Civil Engineers | |
| title | Considering the Ice Excavation Required to Establish and Maintain an Open Ice Pit | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 3 | |
| journal title | Journal of Cold Regions Engineering | |
| identifier doi | 10.1061/(ASCE)CR.1943-5495.0000067 | |
| tree | Journal of Cold Regions Engineering:;2014:;Volume ( 028 ):;issue: 003 | |
| contenttype | Fulltext |