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Strain-rate enhancement at Dye 3, Greenland

Published online by Cambridge University Press:  20 January 2017

Throstur Thorsteinsson
Affiliation:
Geophysics Program, University of Washington, Seattle, Washington 98195, U.S.A.
E. D. Waddington
Affiliation:
Geophysics Program, University of Washington, Seattle, Washington 98195, U.S.A.
K. C. Taylor
Affiliation:
Geophysics Program, University of Washington, Seattle, Washington 98195, U.S.A.
R. B. Alley
Affiliation:
Geophysics Program, University of Washington, Seattle, Washington 98195, U.S.A.
D. D. Blankenship
Affiliation:
Geophysics Program, University of Washington, Seattle, Washington 98195, U.S.A.
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Abstract

Ice at depth in ice sheets can be softer in bed-parallel shear than Glen’s flow law predicts. For example, at Dye 3, Greenland, enhancement factors of 3 4 are needed in order to explain the rate of borehole tilting Previous authors have identified crystal fabric as the dominant contributor, but the role of impurities and crystal size is still incompletely resolved. Here we use two formulations of anisotropic flow laws for ice (Azuma’s and Sachs’ models) to account for the effects of anisotropy, and show that the measured anisotropy of the ice at Dye 3 cannot explain all the detailed variations in the measured strain rates, the jump in enhancement across the Holocene–Wisconsin boundary is larger than expected from the measured fabrics alone. Dust and soluble-ion concentration divided by crystal size correlates well with the residual enhancement, indicating that most of the “excess deformation” may be due to impurities or crystal size. While the major features of the deformation at Dye 3 are explained by anisotropy and temperature, results also suggest that further research into the role of impurities and crystal size is warranted.

Type
Research Article
Copyright
Copyright © The Author(s) 1999 

1. Introduction

The deep ice core at Dye 3, Greenland, was drilled in the summers of 1979–81, reaching near bedrock at 2037 m depth. The liquid-filled borehole was surveyed in 1981 after the drilling, and twice each year in 1983, 1985 and 1986. Temperature, diameter and liquid pressure were measured in addition to inclination and azimuth (Reference Gundestrup and Hansen.Gundestrup and Hansen, 1984; Reference Dahl-JensenDahl-Jensen and Gundestrup, 1987). The surface temperature at Dye 3 is about –20°C, and the near-bedrock temperature is –13°C. The basal velocity is thus assumed to be zero. The surface velocity is found to be 12.3 m a−1 by integrating the measured tilting rate in the borehole. This agrees with independent geodetic measurements of the surface velocity (Reference Dahl-JensenDahl-Jensen and Gundestrup, 1987).

Horizontal shear strain rate can be calculated from borehole inclination measurements. These measurements at Dye 3 have revealed that the strain rate in the deep, Wisconsinan ice (0–254 m above the bed) is much higher than the rate expected for pure isotropic ice. This increased deformation rate is commonly described with an enhancement factor, , which is the ratio of the measured strain rate over what Glen’s (isotropic) flow law (Reference GlenGlen, 1958) would give. Figure 1, following Reference Dahl-JensenDahl-Jensen and Gundestrup (1987), shows that the enhancement factor for Dye 3 reaches in places a value approaching 4. Ice-flow calculations based on Glen’s flow law thus cannot reproduce the strain rates measured in the Dye 3 borehole. We know that crystal fabric does play a major role in the deformation of ice (Reference SteinemannSteinemann, 1958; Reference Russell-Head and Budd.Russell-Head and Budd, 1979; Reference DuvalDuval, 1981; Reference Duval and le Gac.Duval and Le Gac, 1982; Reference Budd and Jacka.Budd and Jacka, 1989; Reference Van der Veen and Whillans.Van der Veen and Whillans, 1990; Reference AlleyAlley, 1992; Reference AzumaAzuma, 1994;Reference Azuma and Goto-Azuma.Azuma and Goto-Azuma, 1996; Reference Castelnau, Duval., Lebensohn. and Canova.Castelnau and others, 1996). A strongly anisotropic aggregate of ice is much softer in simple shear applied normal to the mean c-axis direction than is isotropic ice under the same stress condition. From thin-section measurements and sonic logging (Reference TaylorTaylor, 1982; Reference Herron, Langway., Brugger., Langway, Oeschger. and Dansgaard.Herron and others, 1985) at Dye 3, we know that the ice there develops an increasingly anisotropic fabric with depth.

Fig. 1. Enhancement at Dye 3, using an A0value that is 1.7 times the reference value from Reference PatersonPaterson (1994), following Reference Dahl-JensenDahl-Jensen and Gundestrup (1987). Error estimates (dotted lines) are based on uncertainties reported in borehole tilling by Reference Dahl-JensenDahl-Jensen and Gundestrup (1987).

Mechanical tests on ice extracted from the Dye 3 borehole should provide insight into the expected in situ mechanical behavior. Simple shear and compression tests commonly yield enhancement factors of 8 and 3, respectively, for ice deforming in steady state (Reference Budd and Jacka.Budd and Jacka, 1989). Mechanical tests on the Dye 3 core (Reference Shoji, Langway., Langway, Oeschger and Dansgaard.Shoji and Langway, 1985, Reference Shoji and Langway.1988) have shown that in situ fabrics give enhancement factors as large as 17 in uniaxial compression at near 45° to vertical, clearly indicating that a strong vertical c-axis fabric contributed to the enhancement factor. However, for a given sonic velocity, i.e. constant cone angle, the enhancement factor in their experiments varied by a factor of 2–5 (Reference Shoji and Langway.Shoji and Langway, fig. 6), suggesting that a factor of ~2 in enhancement may fall within the expected uncertainty limits of the experiments. Possibly damage such as microcracking on basal planes due to decompression could accentuate the anisotropy. Due to difficulties of testing small samples at atmospheric pressure, we need to complement these mechanical test results with models of the in situ deformation.

Reference Pimienta, Duval. and Lipenkov.Pimienta and others (1988) found no relation between impurities (soluble and insoluble), crystal size and enhancement in uniaxial and biaxial compression tests carried out on ice samples from the 2040 m Vostok ice core; they also concluded that anisotropic fabric explained all the Dye 3 deformation. However, other authors have suggested that impurities can soften ice (e.g. Reference Dahl-JensenDahl-Jensen and Gundestrup, 1987; Reference Shoji and Langway.Shoji and Langway, 1987; review by Reference PatersonPaterson, 1991).

Our starting-point in examining the deformation at Dye 3 is Glen’s flow law (Reference GlenGlen, 1958) which accounts for the stress and temperature dependence of ice-deformation rate. First, we explore the effects of fabrics on the flow properties of ice. We use a new model fur anisotropic ice (Reference AzumaAzuma, 1994; Reference Azuma and Goto-Azuma.Azuma and Goto-Azuma, 1996), and also Sachs’ model (Reference SachsSachs, 1928) to account for the anisotropy. We then explore the effect of impurities on the mechanical properties of ice in order to further explain the deformation measured in the Dye 3 borehole.

2. The Constitutive Relation

The two flow laws that we use both assume, in our formulation, that ice crystals deform only by slip in the basal plane and that the stress is homogeneous. The first assumption has been confirmed by experiments on ice; other slip systems arc at least 60 times more difficult to activate (Reference Duval, Ashby. and Anderman.Duval and others, 1983). The second assumption ensures stress equilibrium, but not compatibility; that is, grains can deform in such a way as to form overlaps and/or voids. This is not considered a serious problem because diffusional processes including grain-boundary migration probably allow grains to recover without impeding the bulk deformation rate (Reference Means and Jessel.Means and Jessel, 1986).

2.1. General formulation of anisotropy

When τs is the resolved shear stress on slip system s, then the rate of shearing,

on that slip system is

(1)

where and are the reference resolved shear strain rate and shear stress, respectively, and n is the stress exponent. Ice has only one easy slip system, the basal plane, so we can rewrite Equation (1) as

(2)

where is a function of temperature, β(T) = β 0A(T) and β 0 will be chosen so that the strain rate for a random distribution off axes will match isotropic ice. The resolved shear stress τ s is given by

(3)

where σ ij is the deviatoric Cauchy stress tensor acting on the grain, and

(4)

is the Schmid tensor, which gives the transformation from the crystal coordinate system (microscopic) to the laboratory coordinate system (fixed, macroscopic), is the slip-plane normal and is the slip direction (Burgess vector). For ice, is the crystallographic c axis, so we write

The strain rate is defined by where L ij = ∂v i/∂x j, ν i are the velocity components and x i are the coordinates in a reference frame fixed with respect to the laboratory (Reference Molinary, Canova. and Ahzi.Molinary and others, 1987).

The strain rate in the macroscopic reference frame is related to the microscopic shear strain rates by the relation

(5)

where .

From Equation (2) and (5) we get (note that R klσ kl = S klσ kl if σ ij is symmetric)

(6)

which gives the strain rates of a single crystal in the macroscopic coordinate system.

2.2. Sachs’ model

In Sachs’ model (Reference SachsSachs, 1928) the stress is assumed to be homogeneous, so that the stress acting on each grain is equal to the macroscopic stress acting on the aggregate. The stress tensor, σ kl, in Equation (6) is thus just the stress applied to the bulk. The macroscopic strain rate of the bulk is then just the arithmetic average of the strain rates of the individual grains, given by

(7)

where the strain rate of an individual grain, is given by Equation (6), and N is the total number of grains.

The value of β 0, chosen to make isotropic ice behave according to Glen’s flow law, is β 0 = 9.

2.3. Azuma’s model

For bulk deformation, Reference AzumaAzuma (1994) takes the mean value of the Schmid tensor for individual grains,

(8)

where S is calculated assuming that where is the direction of the projection of the traction, on the basal plane. This is possible because the basal plane is nearly isotropic for 2 ˂n˂ 4 (Reference KambKamb, 1961). The traction is given by

(9)

and its direction,

by

(10)

Consequently, for ice we can write the Schmid tensor as S ij = m ic j.

The macroscopic strain rate is then given by

(11)

This model effectively replaces each crystal with a crystal having the mean orientation, given by the average value of S.

The value of ß is chosen to make the Azuma model reproduce Glen’s flow law in the case of isotropic ice, i.e. random c-axis fabric. This value is β 0 = 18, which is twice the value found for Sachs’ model.

2.4. Comparison of the two models

The degree of anisotropy is described as a cone angle, which is the apex angle of a cone within which all the c axes are uniformly distributed. Isotropic ice has a cone angle of 90°; anisotropic ice has smaller cone angles. The cone can be parallel or oblique to the direction of gravity. For Dye 3, the vertical symmetry of thin-section fabrics and orthogonal components of the sonic velocities on the ice core (Reference Herron, Langway., Brugger., Langway, Oeschger. and Dansgaard.Herron and others, 1985) strongly suggest that the cone axis is vertical. The same assumptions apply to the interpretation of the borehole sonic velocities (Reference TaylorTaylor, 1982).

In simple shear, strongly anisotropic ice can deform as much as nine times faster than isotropic ice, according to Azuma’s model, and 4.5 times faster according to Sachs’ model (Fig. 2). In uniaxial compression along the cone axis of progressively more anisotropic samples, the ice gets softer by as much as a factor of 3 between cone angles of 90° and 60°, because these fabrics contain progressively fewer hard grains oriented near 90°. Samples with cone angles smaller than 60° become progressively suffer with decreasing cone angle (Fig. 2) because there is less resolved shear stress on the basal planes.

Fig. 2. Enhancement in simple shear (SS) and uniaxial compression (UC) calculated from Sachs’ (dashed lines) and Azuma’s (full lines) models.

Note that Sachs’and Azuma’s model are identical in the case of a single crystal; it is only through the choice of β 0 for isotropic ice that we obtain the different strain rates for cone angle of 0°, i.e. single crystal.

3. Data Sources

We use Dye 3 borehole tilt measurements for strain rates (Reference Dahl-JensenDahl-Jensen and Gundestrup, 1987, fig. 2). The measurements were made every 2.5–5 m from near the bedrock up to 330 m. From there to the surface they were made at 25 m intervals. In measurements above 1200 m the standard deviations on u/ z are of the same order of magnitude as the parameters themselves (Reference Dahl-JensenDahl-Jensen and Gundestrup, 1987). Almost all the deformation takes place in the lowermost 1000 m, so all our calculations are done there.

We use the stress-state values given by Reference Dahl-Jensen and Gundestrup.Dahl-Jensen (1985), who calculated the stresses and made corrections due to the local topography.

The temperature profile (Reference Gundestrup and Hansen.Gundestrup and Hansen, 1984) shows that most of the change in temperature happens in the lowermost 400 m. This results in an enhancement (through the temperature dependence of the flow laws) of a factor of 2 between 400 m and the bed. The data used for strain rate, stress and temperature are shown in Figure 3.

Fig. 3. Measured horizontal strain rates and temperature, and the calculated stress at Dye 3.

Fabric data were obtained in two ways. Reference Herron, Langway., Brugger., Langway, Oeschger. and Dansgaard.Herron and others (1985) measured fabrics in thin sections (Fig. 4). The thin-section measurements are based on observations of N ≈ several hundred crystal axes at selected depths. The fabric is expressed by Reference Herron, Langway., Brugger., Langway, Oeschger. and Dansgaard.Herron and others (1985) in several ways, including (1) the apex angle of a cone containing 90% of the crystal c axes, and (2) the normalized length R/N of the resultant vector obtained by summing all N c-axis vectors. Thin-section measurements of fabric were made on the core at 50–100 m intervals.

Fig. 4. Measured cone angles. Solid line is cone angle calculated from compressional wave-velocity measurements (Reference TaylorTaylor, 1982). Crosses are cone angles enclosing 90% of the c axes from the thin-section data, and circles are cone angles with uniformly distributed c axes giving the same R/N statistics as the measured thin sections (Reference Herron, Langway., Brugger., Langway, Oeschger. and Dansgaard.Herron and others, 1985).

Fabric data were also obtained from borehole sonic-logging measurements (Reference TaylorTaylor, 1982) using vertically traveling compressional waves. The velocity measurements were made through 7 m of ice, which is the spacing between the source and receiver. Velocities were calculated at 3.33 m intervals. Inclination data for the borehole were used to correct for variations in propagation angle. Wave velocities can be used to interpret fabric in terms of the cone (apex) angle because ice is elastically anisotropic, and the elastic anisotropy has the same symmetry as the plastic anisotropy. Reference BennettBennett (1968) derived the relationship between ice fabrics and wave velocities that was used to calculate the cone angle from the compressional wave velocity. We use the same model of uniformly distributed crystal axis within a cone when interpreting the compression wave velocities and calculating the mechanical properties of the ice.

The difference between the inferred cone angles from the sonic log and the 90% cones from thin sections (Fig. 4) is mainly due to the non-uniform distributions of c axes within the 90% cones from the thin sections, as was pointed out by Reference Herron, Langway., Brugger., Langway, Oeschger. and Dansgaard.Herron and others (1985); the 90% cone angle is a relatively poor statistic for representing the average orientation of crystals in a thin section. For example, if 80% of the c axes cluster tightly near the vertical, while the others have high inclinations, then the 90% cone angle must be large enough to enclose half of the outliers. Yet the deformation rate of this sample could be very different from that of a sample with uniformly distributed c axes spanning the 90% cone, and the tight central cluster alone might better characterize the deformation rate of the sample. R/N is a better statistic than the 90% contour cone angle for expressing the fabric distribution, because every c axis in a thin section, not just those near the 90% contour line, contributes to R/N. In order to compare the sonic-velocity cone angles and the thin-section data, we use the cone angles for uniformly distributed c axes that would have the same R/N statistic as each measured thin section. These equivalent cone angles, shown by open circles in Figure 4, are clearly a better match to the some-log cone angles. It is also important to remember the very different scales that these two methods measure. The sonic log gives an average cone angle through 7 m of ice, while the thin sections are only about 0.5 mm thick. This may account for the higher variability of the cone angles from the thin sections. These are also a number of complexities that arise in thin-section measurements. Coarse grains can bias the measurements by passing through the plane of the thin section in many places. Polygonization can give the sense of small crystal size, but the c axes, due to the subdivision process, are very similar for the new grains (Reference Alley, Gow. and Meese.Alley and others, 1995). Hence, groupings and other features of the c axes are likely (Reference Herron, Langway., Brugger., Langway, Oeschger. and Dansgaard.Herron and others, 1985; Reference Alley, Gow., Meese., Fitzpatrick., Waddington. and Bolzan.Alley and others, 1997) that reveal a huge amount about active processes hut may not average over a large enough volume to capture the fabric controlling the deformation. We note that the thin sections are very important as a tool to infer the symmetry and distribution of c axes, and also of course if one is modeling ice on cm scales.

4. Calculations

We perform two sets of calculations. First, we calculate the strain rate, using information on stress, temperature and fabric. Second, we calculate the fabric, using information on stress, temperature and measured strain rates.

We use ~1000 c axes for each point of calculation, which are at 10 m intervals from the bed to 1000 m height (recall that Reference Dahl-JensenDahl-Jensen and Gundestrup (1987) found virtually no deformation above 1000 m).

For the calculations, we used n = 3 (Reference Budd and Jacka.Budd and Jacka, 1989) and the Arrhenius relation A(T) = A 0 exp(–Q/RT) for the temperature dependence, where Q = 60 kJ mol1 (Reference PatersonPaterson, 1994, p. 96) and R= 8.314 J mol1 K1. Using A(–20°C) = 1.7 × 10−l6 kPa−3 s−l (Reference PatersonPaterson, 1994) as a reference value, we find A 0 = 4.15 × 104 kPa3 s1, using the values for Q and R defined above.

We view the value of A 0 as an adjustable parameter; values reported vary by factors of ~2 (Reference PatersonPaterson, 1994, table 5.1). In our calculations we therefore use where f is a factor chosen using two different criteria (C) for given flow law X (X = S, A or G refers to Sachs’ model, Azuma’s model or isotropic (Glen’s) flow law, respectively). First, we choose f such that the strain rates that we calculate in the Holocene ice match the measured strain rates as closely as possible with each flow law; we call these scalars . For our second approach, we ensure that the strain rate in the Wisconsin ice is never over-predicted after we account for the anisotropy. This is equivalent to saying that the impurities can only have a softening effect on the ice; we call these scalars .

To characterize the effects, in addition to fabric, that might be necessary to explain the measured borehole tilting, we define k through

(12)

where m refers to measured values and X refers to the flow-law description used, k is thus a measure of how much excess deformation remains at each depth after we have accounted for the anisotropy. k should thus be 0 if the flow law X could explain all the strain rate measured.

5. Results

Figures 5 and 6 show the calculated strain rates and excess deformation, k, using the two criteria and

, respectively. The values of are found in Table 1. We note that both anisotropic models capture some of the major features of the measured profile. However, neither of them can explain all the variations.

Fig. 5. (a) Measured (solid line) and calculated horizontal strain rates, using the Holocene-ice criterion. (b) The corresponding k values for Azuma (thin solid line), Sachs (thick dashed line) and isotropic (thin dashed line) ice.

Fig. 6. (a) Measured (solid line) and calculated horizontal strain rates, using the Wisconsin-ice criterion. (b) The corresponding k values for Azuma (thin solid line), Sachs (thick dashed line) and isotropic (thin dashed line) ice.

Table 1. The value of for the different criteria and flow laws used

In particular, note the large strain rate just below the Holocene–Wisconsin boundary, located 254 m above the bottom of the borehole. Deformation rate increases by a factor of 4 over a short depth interval. However, temperature and stress vary smoothly across the boundary, and the fabric, while it changes at the boundary, still cannot account for the factor of 4 with either of the anisotropic flow models that we use. Perhaps other anisotropic flow models might be able to account for this factor of 4, although we are not aware of any that do. Another possibility is that the stiff (more strongly anisotropic) Wisconsin ice acts as a stress guide, therefore raising the longitudinal stress σ xx. A simple calculation shows that in order to have the same strain rate for a layer with a 20° cone as for a layer with a 40° cone, one needs to increase σ xx by a factor of 2. Increasing σ xx by a factor of 2 at Dye 3 has a very small effect on Even in the extreme case where the longitudinal stress was zero before, and is now one-half of the shear stress, the increase in shear strain rate for a cone angle of 20° is only about 10%. So large errors in the longitudinal stress, as long as they are smaller than about half the shear stress, will not change the shear strain rate by much.

We also note that at 100–200 m the measured strain rates arc constant or even slightly decreasing with increasing depth, while stress and temperature, i.e. factors that should increase deformation rate in any flow model, increase with increasing depth. The degree of anisotropy is constant, or even slightly increasing over the same depth interval, and thus either should not affect or else should also increase the deformation rate. From this observation, we must conclude that some factor in addition to fabric anisotropy is required to explain the observed deformation rate, regardless of how the response to fabric is modelled.

The mechanical tests of (Reference Shoji, Langway., Langway, Oeschger and Dansgaard.Shoji and Langway 1985, Reference Shoji and Langway.1988) strengthen this conclusion, for they show a monotonic relation between enhancement and sonic velocities.

Figure 7 shows the cone angles, calculated using Azuma’s and Sachs’ models, required to explain all the measured strain rates solely with fabric variations, using the that we obtained for the Holocene ice. Common to both profiles is the fact that in order to explain the jump in strain rate below the Holocene–Wisconsin boundary, very strong anisotropy is necessary in the Wisconsin ice. In fact, a single crystal fabric would not be enough, but we terminated our calculations at 2° cone angles. The cone-angle profile that we derive using the Wisconsin-ice criterion “has essentially the same features as seen in Figure 7 and leads to the same conclusions. The sonic velocity data do not support such strong anisotropy in this region.

Fig. 7. Bold line shows cone angles obtained from the compressional wave-velocity measurements (sonic log). Other two curves show cone angles required by the two anisotropic models (Sachs and Azuma), to produce the best match to the measured strain rates for the given temperature and stress. Here we use the value determined from the Holocene-ice criterion.

6. Including Impurities

So far we have “accounted” for the effects of stress, temperature and fabric. But excess deformation, k, remains unexplained. Now we examine the role of other possible factors, individually or combined, which we will call “Y”, that may influence the rheology of ice. We consider impurities, dust and dissolved-ion concentrations, and crystal size. We rewrite Equation (12) as

(13)

where k Y is the deformation correlated with the dust or ion concentration, crystal size or some combination of these, k * will be (we hope) a random residual. In other words, we have assumed that the excess deformation is due to some “Y” plus an error term, k = k Y + k *.

We assume that k Y = (Y/a)p, where Y can be concentration, crystal size or some combination of these, and a and p are constants to be determined by the data. We then find a and p that minimize where N is the number of data points. The correlation between k and k Y is then given as p = cov (k, k Y)/(σ kσ kY) (Barlow, 1989, p. 16). The best correlation and smallest were found for dust and for ion concentration divided by crystal size.

The dust concentration at Dye 3 (Reference Hammer, Clausen., Dansgaard., Neftel., Kristinsdottir., Johnson., Langway, Oeschger. and Dansgaard.Hammer and others, 1985) correlates well with the dissolved ions (p = 0.829) and the inverse crystal size. We get the smallest when comparing k and the dust concentration, by using a linear relationship k d = aC(z), where C is the concentration in mg/kg averaged over ~5 m depth to replicate the smoothness of the sonic log by the 7 m tool. The calculations are done 30–250 m above the bed, and therefore avoid the silty ice layer in the lowermost 23 m. Figure 8 shows that the dust concentration is highly correlated to the excess deformation, k. The value of a is 0.35–0.77 for the two flow-law formulations and A 0 selection criteria we used. The correlation coefficient p d for Azuma’s model is 0.83 and for Sachs’ model 0.88.

Fig. 8. Relating the dust concentration (Cd), using a linear function k d = C d/a (thin line), and the ion concentration (C i) divided by crystal size (D), using a function k i/c = [C i/aD)]p (thick dashed line), to the excess enhancement k = kY + k* (thick line) calculated with the two flow laws and criteria described in text. The values of a and p are given in Table 2. (a) Azuma’s model using the Wisconsin-ice (WI) criterion; (b) Azuma using the Holocene-ice (HI) criterion; (c) Sachs’ model using WI; and (d) Sachs’ model using HI.

We do the same calculations for soluble ions divided by crystal size, as suggested by Reference Cuffey, Conway., Gades., Hallet., Sletten. and Raymond.Cuffey and others (1996), using the sum of Cl, SO42− and NO3 concentrations (Reference Dahl-JensenDahl-Jensen and Gundestrup, 1987). For the relation k i/c = [C i/(aD)]p, where C i is the concentration (mg/kg) and D is the crystal size (mm), we find p = 1 or 2, and a = 286–404. The values of p and a for each case are shown in Figure 8, which also shows that the correlation is good with k. The correlation coefficients are 0.84 (Holocene ice) and 0.86 (Wisconsin ice) for Azuma’s model and 0.86 for Sachs’ model.

The values of and p for both the criteria, the two flow models used and both k Y’s are summarized in Table 2.

Table 2. The parameters a and p, and the statistics for the correlation of the excess enhancement, k, with dust, kd = (C d/a)p, and ion concentration divided by crystal size, k i/c = [C i/(aD)]p

A correlation between residual enhancement and dust does not necessarily mean that dust softens the ice. As noted above, dust also correlates strongly with the dissolved ions and the inverse crystal size, and since these are all so closely correlated it is difficult to say which one is responsible for the deformation. Ice containing small crystals often has strong anisotropy (Reference PatersonPaterson, 1991); our direct use of the measured anisotropy already incorporates this effect. We cannot distinguish whether the insoluble dust or the dissolved ions make the ice softer, since they correlate so well; we argue that dissolved ions are more likely, although some of the arguments apply to dust as well.

At concentrations observed in the Dye 3 core and most other ice-sheet ice, laboratory experiments and simple theory generally lead one to expect that increased impurity concentration will increase deformation rates (see review in Reference PatersonPaterson, 1994, p. 88–89). Solid impurities (e.g. silt, volcanic ash) at high concentrations in cold ice may decrease strain rates in laboratory experiments (e.g. Reference Hooke, Dahlin. and Kauper.Hooke and others, 1972), but have little effect at low concentrations characteristic of non-basal ice-sheet ice. Some field data seem to indicate a softening effect of solid impurities (Reference SwinzowSwinzow, 1962), especially at high temperature (Reference Echelmeyer and Zhongxiang.Echelmeyer and Zhongxiang, 1987), although it is always difficult to determine mechanisms in such field settings. Reference Budd and Jacka.Budd and Jacka (1989) concluded from a review of the field that solid impurities have little effect on creep deformation at ice-sheet concentrations and sub-freezing temperatures.

Experiments with soluble impurities (Reference Jones and Glen.Jones and Glen, 1969; Reference Nakamura and Jones.Nakamura and Jones, 1970, Reference Nakamura, Jones., Whalley, Jones. and Cold.1973; Reference PatersonPaterson, 1991) indicate that their presence typically increases deformation of ice, although effects may be sensitive to the temperature, concentration and nature of the impurity. As one example, in constant-strain-rate tests in tension on single crystals of ice, introduction of 1.3 ppm HCl reduced the peak stress by about a factor of 2 (Reference Nakamura, Jones., Whalley, Jones. and Cold.Nakamura and Jones, 1973).

Several mechanisms may be active (e.g.Reference Nakamura, Jones., Whalley, Jones. and Cold.Nakamura and Jones, 1973; Reference Weertman, Whalley, Jones. and Gold.Weertman, 1973; Reference Perez, Maï, Tatibouёt and Vassoille.Perez and others, 1980; Reference PatersonPaterson, 1994). Motion of dislocations through the ice lattice may create mismatches at bonds (Bjerrum defects) that must be removed by diffusional processes to allow continued motion. Soluble impurities that substitute in the ice lattice create defects that speed this diffusional relaxation. Impurities may also create liquid zones or thicker disordered zones along dislocation cores and at grain boundaries that speed diffusional processes and cause or allow faster deformation.

Impurity concentrations can affect grain-sizes (e.g. Reference Alley and Woods.Alley and Woods, 1996), and at least some models allow a grain-size effect on ice-deformation rates. However, as reviewed by Reference Budd and Jacka.Budd and Jacka (1989) (cf. Reference Duval and le Gac.Duval and Le Gac, 1980), grain-size does not seem to affect deformation rates significantly within the range of ice-sheet conditions, and often is more of a response to deformation than a control on deformation.

Thus, a likely explanation is that soluble impurities speed diffusional processes and thus increase ice-deformation rates by introducing point defects, and perhaps also by increasing the volume of disordered or liquid material through which diffusion is enhanced. The smaller crystal size at high soluble-impurity levels would greatly facilitate this process. Whatever the mechanism, the literature suggests that the impurity-loading in the Wisconsin ice at Dye 3 is likely to cause some softening, as deduced by Reference PatersonPaterson (1991).

7. Discussion

By using anisotropic flow models, we can explain a large fraction of the total deformation. While we agree with Reference Azuma and Goto-Azuma.Azuma and Goto-Azuma (1996) that the anisotropy explains most of the strain rate, there are still some important differences, especially in the Wisconsin ice. In general, we cannot tell from this study whether Azuma’s flow law or Sachs’ model is better for predicting the behavior of this ice.

Our approach in Equations (12) and (13) is to incorporate additional physical processes into the deformation model until the “unexplained deformation rate” k approaches zero. If stress, temperature and anisotropy were to explain all the measured deformation, then k in Equation (12) would be zero. Our Wisconsin-ice criterion for selecting A 0 assumes that addition of impurities can only soften the ice, at least for the concentrations observed at Dye 3. This leads to values of k in the Wisconsin ice that are mostly ˂1. The Holocene-ice criterion does result in a few negative values of k in the Wisconsin ice, i.e. the ice should be stiffer than the model predicts (lower A 0 value) rather than softer, but those negative k values are very small, and the absolute value of k is always ˂1. Most of the variation in k seen in the Holocene ice in both cases can be attributed to uncertainties in the measured strain rates.

Measurements on the ice core show that the impurity content changes rapidly right at the Holocene–Wisconsin boundary. Within the Wisconsin ice there are large variations in impurity concentration which are correlated with the k value, the excess enhancement after accounting for fabric.

Sonic logging is a very important method of obtaining information about the fabric in boreholes. Sonic logs that average over distances shorter than 7 m would be helpful, particularly in regions of rapid changes such as the Holocene–Wisconsin boundary and close to the bed. Thin-section measurements arc very time-consuming, but necessary in order to be able to draw conclusions about the c-axis distribution: are the c axes within a cone, is the cone vertical and are the c axes uniformly distributed within it, or does the ice have a multiple maximum fabric? Finally we point out that if we know that the c-axes distribution can be characterized by some distribution other than a uniform vertical cone (tilted cone, girdle, etc.), the sonic velocities for that distribution can be calculated and used to infer parameters ofthat distribution in the ice sheet.

8. Conclusions

The enhancement at Dye 3 (Fig. 1) has previously been attributed to various combinations of properties including fabric anisotropy, impurities and crystal size. By accounting for anisotropy, we can explain ~75% of the peak enhancement at Dye 3. The strong correlation between the excess deformation and dust concentration or ion concentration divided by crystal size suggests that most of the excess deformation after accounting for fabric anisotropy can be attributed to the impurities.

We can thus write a flow law for the instantaneous deformation rate as

(14)

where β 0 is a constant, A(T) = A 0 exp(–Q/RT), f(C,T) is a function of crystal size and/or impurity concentration whose importance may vary with temperature, R ij is the symmetric part of the Schmid tensor (Equation (4)) and τ is the resolved shear stress (Equation (3)). More work is needed to clarify the form of f(C,T). Our simple linear temperature-independent form f(C,T) = C(z)/a worked well for the dust concentration and the limited range of temperatures at Dye 3; however, it docs not adequately reproduce the deformation of the silty bottom 23 m, nor does it have a strong theoretical basis. For the ion concentration divided by crystal size a similar relation also worked well. We feel duly cautioned by the epigraph to Reference PatersonPaterson (1991), “Impurities – like patriotism — are sometimes the last refuge of scoundrels (Reference BohrenBohren, 1983)”. However, now that the effects of both temperature and fabric anisotropy can be incorporated in ice-flow models, we conclude that impurities clearly emerge as the largest remaining factor influencing ice deformation at Dye 3. This conclusion may also apply elsewhere.

Acknowledgements

We wish to thank S. Paterson for valuable comments on the manuscript, C. Bentley for help with the sonic logging, D. Dahl-Jensen for the temperature profile and K. M. Cuffey for illuminating discussions. This work was supported by grant OPP-9123660 from the U.S. National Science Foundation.

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Figure 0

Fig. 1. Enhancement at Dye 3, using an A0value that is 1.7 times the reference value from Paterson (1994), following Dahl-Jensen and Gundestrup (1987). Error estimates (dotted lines) are based on uncertainties reported in borehole tilling by Dahl-Jensen and Gundestrup (1987).

Figure 1

Fig. 2. Enhancement in simple shear (SS) and uniaxial compression (UC) calculated from Sachs’ (dashed lines) and Azuma’s (full lines) models.

Figure 2

Fig. 3. Measured horizontal strain rates and temperature, and the calculated stress at Dye 3.

Figure 3

Fig. 4. Measured cone angles. Solid line is cone angle calculated from compressional wave-velocity measurements (Taylor, 1982). Crosses are cone angles enclosing 90% of the c axes from the thin-section data, and circles are cone angles with uniformly distributed c axes giving the same R/N statistics as the measured thin sections (Herron and others, 1985).

Figure 4

Fig. 5. (a) Measured (solid line) and calculated horizontal strain rates, using the Holocene-ice criterion. (b) The corresponding k values for Azuma (thin solid line), Sachs (thick dashed line) and isotropic (thin dashed line) ice.

Figure 5

Fig. 6. (a) Measured (solid line) and calculated horizontal strain rates, using the Wisconsin-ice criterion. (b) The corresponding k values for Azuma (thin solid line), Sachs (thick dashed line) and isotropic (thin dashed line) ice.

Figure 6

Table 1. The value of for the different criteria and flow laws used

Figure 7

Fig. 7. Bold line shows cone angles obtained from the compressional wave-velocity measurements (sonic log). Other two curves show cone angles required by the two anisotropic models (Sachs and Azuma), to produce the best match to the measured strain rates for the given temperature and stress. Here we use the value determined from the Holocene-ice criterion.

Figure 8

Fig. 8. Relating the dust concentration (Cd), using a linear function kd = Cd/a (thin line), and the ion concentration (Ci) divided by crystal size (D), using a function ki/c = [Ci/aD)]p (thick dashed line), to the excess enhancement k = kY + k* (thick line) calculated with the two flow laws and criteria described in text. The values of a and p are given in Table 2. (a) Azuma’s model using the Wisconsin-ice (WI) criterion; (b) Azuma using the Holocene-ice (HI) criterion; (c) Sachs’ model using WI; and (d) Sachs’ model using HI.

Figure 9

Table 2. The parameters a and p, and the statistics for the correlation of the excess enhancement, k, with dust, kd = (Cd/a)p, and ion concentration divided by crystal size, ki/c = [Ci/(aD)]p