Physics of Glaciers, Chapter 5: Glacier Flow
Martin Lüthi HS 2020
Physics of Glaciers, Chapter 5: Glacier Flow Martin Lthi HS 2020 - - PowerPoint PPT Presentation
Physics of Glaciers, Chapter 5: Glacier Flow Martin Lthi HS 2020 Introduction: Description of Glacier Flow Flow of Glaciers Martin Lthi 1 Introduction: Flow of Glaciers, Deformation of Ice and Tensors Day Topic C.P. P. H. Lecturer
Martin Lüthi HS 2020
Introduction: Description of Glacier Flow
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Introduction: Flow of Glaciers, Deformation of Ice and Tensors
Day Topic C.P. P. H. Lecturer 21.9. Ice sheets, sea level, shallow ice equation 14 1, 2 2 fw 28.9. Mass balance, time scales 3, 4 3 3, 14 fw 5.10. Glacier seismology 11.5 13 14 fw 12.10. Deformation of ice, stress, strain 3 5 9 ml 19.10. Flow of glaciers 8 11 4, 5 ml 26.10. Flow of glaciers, crevasses 8 12 10,12 ml 1.11. Temperatures, heat flow 9 10 6 ml 9.11. Advection, polythermal glaciers 9 7 7 ml 16.11. Basal motion, subglacial till 7 14 (3, 8) ml 23.11. Glacier hydraulics 12, 8.8 14 (3, 8) mw 30.11. Glacier hydraulics 12, 8.8 14 (3, 8) mw 7.12. Glacier hydraulics, Jökulhlaups 6 6 8 mw 14.12. Tidewater glaciers and calving 6 6 8 gj
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Ice Physics
Properties of Ice
and crystallization history
(phase I in a hexagonal lattice)
cold, high altitude clouds x
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Polycrystalline Glacier Ice
their basal plane (lines in right graphic)
crystals, fabric formation occurs
stress regime
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Zhang (1994)
Deformation of Polycrystalline Glacier Ice
A polycrystalline material deforms due to many processes which change the structure, average grain size and polycrystal fabric:
into independent grains)
new grains)
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Deformation of Polycrystalline Glacier Ice
deforms elastically
as long as stress is applied
strains are permanent
1-3 % strain
considered for glacier flow
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Budd and Jacka (1989)
Rheology: (Combination of) Elastic, Viscous and Plastic Responses
elastic ε ∝ σ
is recovered viscous ˙ ε ∝ σ
plastic ε = F(σ − σth)
above threshold
softening
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Flow Relation for Polycrystalline Ice: Viscous Flow
The widely used flow relation (Glen’s flow law) for glacier ice is (Glen, 1952; Nye, 1957) ˙ εij = A τ n−1 σ(d)
ij
(5.1)
i.e. the second invariant of the deviatioric stress tensor from Equation (4.14) τ = σe = 1 2σ(d)
ij σ(d) ij
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2
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Important Properties of Glen’s Flow Law
˙ εii = 0 ⇐ ⇒ ∂vx ∂x + ∂vy ∂y + ∂vz ∂z = 0
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Important Properties of Glen’s Flow Law
˙ εii = 0 ⇐ ⇒ ∂vx ∂x + ∂vy ∂y + ∂vz ∂z = 0
˙ εij = 1 2η σ(d)
ij .
(5.2) Comparison with Equation (5.1) gives the viscosity of glacier ice η = 1 2Aτ n−1 .
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More Important Properties of Glen’s Flow Law
Implicit assumptions and approximations of Glen’s flow law:
no preferred deformation direction due to crystal orientation fabric
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More Important Properties of Glen’s Flow Law
Implicit assumptions and approximations of Glen’s flow law:
no preferred deformation direction due to crystal orientation fabric
More accurate flow laws exist, but they are
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Inversion of the flow relation
˙ εij ˙ εij = A2τ 2(n−1)σ(d)
ij σ(d) ij
(multiply by 1 2) 1 2 ˙ εij ˙ εij
˙ ǫ2
= A2τ 2(n−1) 1 2σ(d)
ij σ(d) ij
ǫ = ˙ εe (analogous to τ = σe) ˙ ǫ :=
2 ˙ εij ˙ εij . (5.3)
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Inversion of the flow relation (2)
˙ ǫ = Aτ n (5.4)
˙ ǫxz = Aσ(d)
xz n .
(5.5)
σ(d)
ij = A−1τ 1−n ˙
εij σ(d)
ij = A−1A
n−1 n
˙ ǫ− n−1
n
˙ εij σ(d)
ij = A− 1
n ˙
ǫ− n−1
n
˙ εij . (5.6)
η = 1 2A− 1
n ˙
ǫ− n−1
n .
(5.7)
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Inversion of the flow relation (3)
viscosity decreases as the strain rate increases
e.g. from field measurements
because of the incompressibility of ice
continuum force balance equations for a given geometry
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Finite viscosity
due to negative power of ˙ ǫ
η−1 = 1 2A− 1
n ˙
ǫ− n−1
n
−1 + η−1
0 .
(5.8)
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Simple Stress States: Simple Shear
e.g.~in the laboratory
(a) Simple shear in the xz-plane forcing : σxz ˙ εxz = A(σ(d)
xz )3 = Aσ3 xz
(5.9)
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Simple Stress States: Unconfined Uniaxial Compression
(b) Unconfined uniaxial compression along the z-axis forcing : σzz σxx = σyy = 0 σ(d)
zz = 2
3σzz; σ(d)
xx = σ(d) yy = −1
3σzz ˙ εxx = ˙ εyy = −1 2 ˙ εzz = −1 9Aσ3
zz
˙ εzz = 2 9Aσ3
zz
(5.10)
magnitude (Eq. 5.9)
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Simple Stress States: Confined Uniaxial Compression
(c) Uniaxial compression confined in the y-direction forcing : σzz σxx = 0; ˙ εyy = 0; ˙ εxx = − ˙ εzz σ(d)
yy = 1
3 (2σyy − σzz) = 0; σyy = 1 2σzz σ(d)
xx = −σ(d) zz = −1
3 (σyy + σzz) = −1 2σzz ˙ εzz = 1 8Aσ3
zz
(5.11)
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Simple Stress States: Shear Combined with Unconfined Uniaxial Compression
(d) Shear combined with unconfined uniaxial compression forcing : σzz and σxz σxx = σyy = σxy = σyz = 0 σ(d)
zz = 2
3σzz = −2σ(d)
xx = −2σ(d) yy
τ 2 = 1 3σ2
zz + σ2 xz
˙ εzz = −2 ˙ εxx = −2 ˙ εyy = 2 3Aτ 2σzz ˙ εxz = Aτ 2σxz (5.12)
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