Realistic, yet simple bottom boundary conditions for glaciers and ice sheets
Realistic, yet simple bottom boundary conditions for glaciers and ice sheets
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冰川和冰盖真实而简单的底部边界条件
DOI:
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发表时间:
1987
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影响因子:
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通讯作者:
L. Lliboutry
中科院分区:
文献类型:
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作者:
L. Lliboutry
Over a nondeformable and impermeable bed, the sliding law has to be a relationship between the bottom shear stress τb, the sliding velocity u, and the effective pressure N = pi — pw, where pi is the ice load and pw is the pressure in the interconnected water cavities. Three horizontal scales are recognized: 0.1 m, 10 m, and 10 km. Classical theories consider the smallest scale; they are of dubious value because temperate ice is neither dry nor totally impermeable. The intermediate scale yields sliding laws to be used in glacier modeling; melting-refreezing processes may then be ignored. For modeling large, cold ice sheets, the sliding law at the largest scale is needed; it is suggested that sliding occurs only when a bottom temperate layer exists. How to tackle non-Newtonian rheology is discussed. At the intermediate scale a microrelief model consisting of two superimposed “bumpy profiles” is favored. If the smaller one had bumps of equal height, τb would be double valued, but this model is unrealistic (the ice avalanche at the Allalingletscher in 1965 may be explained otherwise). Therefore a model with the smaller bumps of unequal height is adopted. It yields an asymptotic sliding law at large sliding velocities τb = ƒN + cuN1−n, with ƒ and c as adjustable parameters. A third one has to be introduced at low velocities. Although the correct interpolation function between both extreme cases remains unknown, some qualitative results about kinematic waves are obtained.