The Cryosphere, 4, 1–12, 2010 www.the-cryosphere.net/4/1/2010/ © Author(s) 2010. This work is distributed under the Creative Commons Attribution 3.0 License. The Cryosphere Interaction between ice sheet dynamics and subglacial lake circulation: a coupled modelling approach M. Thoma1,2 , K. Grosfeld2 , C. Mayer1 , and F. Pattyn3 1 Bavarian Academy and Sciences, Commission for Glaciology, Alfons-Goppel-Str. 11, 80539 Munich, Germany Wegener Institute for Polar and Marine Research, Bussestrasse 24, 27570 Bremerhaven, Germany 3 Laboratoire de Glaciologie, Département des Sciences de la Terre et de l’Environnement (DSTE), Université Libre de Bruxelles (ULB), CP 160/03, Avenue F.D. Roosevelt, 1050 Bruxelles, Belgium 2 Alfred Received: 15 September 2009 – Published in The Cryosphere Discuss.: 29 September 2009 Revised: 15 December 2009 – Accepted: 15 December 2009 – Published: 8 January 2010 Abstract. Subglacial lakes in Antarctica influence to a large extent the flow of the ice sheet. In this study we use an idealised lake geometry to study this impact. We employ a) an improved three-dimensional full-Stokes ice flow model with a nonlinear rheology, b) a three-dimensional fluid dynamics model with eddy diffusion to simulate the basal mass balance at the lake-ice interface, and c) a newly developed coupler to exchange boundary conditions between the two individual models. Different boundary conditions are applied over grounded ice and floating ice. This results in significantly increased temperatures within the ice on top of the lake, compared to ice at the same depth outside the lake area. Basal melting of the ice sheet increases this lateral temperature gradient. Upstream the ice flow converges towards the lake and accelerates by about 10% whenever basal melting at the ice-lake boundary is present. Above and downstream of the lake, where the ice flow diverges, a velocity decrease of about 10% is simulated. 1 Introduction During the last decades our knowledge on subglacial lake systems has greatly increased. Since the discovery of the largest subglacial lake, Lake Vostok (Oswald and Robin, 1973; Robin et al., 1977), more than 270 other lakes have been identified so far (Siegert et al., 2005; Carter et al., 2007; Bell, 2008; Smith et al., 2009). Plenty of efforts have been undertaken to reveal partial secrets subglacial lakes may hold, mostly referring to Lake Vostok. For instance the speculation that extremophiles in subglacial lakes may be encountered (e.g., Duxbury et al., 2001; Siegert et al., 2003) has Correspondence to: M. Thoma ([email protected]) been nurtured by microorganisms discovered in ice core samples (Karl et al., 1999; Lavire et al., 2006). These samples originate from the at least 200 m thick accreted ice, drilled at the Russian research station Vostok (Jouzel et al., 1999). Discussions about the origin and history of the lake (Duxbury et al., 2001; Siegert, 2004; Pattyn, 2004; Siegert, 2005) are still ongoing. It is still unknown whether Subglacial Lake Vostok existed prior to the Antarctic glaciation and if it could have survived glaciation, or whether it formed subglacially after the onset of glaciation. The impact of subglacial lakes on the flow of the overlying ice sheet has been analysed (Kwok et al., 2000; Tikku et al., 2004, e.g.,) and modelled (Mayer and Siegert, 2000; Pattyn, 2003; Pattyn et al., 2004; Pattyn, 2008), but self-consistent numerical models, which include the modelling of the basal mass balance, are lacking at present. Several numerical estimates and models (West and Carmack, 2000; Williams, 2001; Walsh, 2002; Mayer et al., 2003; Thoma et al., 2007, 2008b; Filina et al., 2008) as well as laboratory analogues (Wells and Wettlaufer, 2008) of water flow within the lake have been carried out, permitting insights into the water circulation, energy budget and basal processes at the lake-ice interface. Finally, observations (Bell et al., 2002; Tikku et al., 2004) and numerical modelling (Thoma et al., 2008a) of accreted ice at the lakeice interface gave insights about its thickness and distribution over subglacial lakes. Early research assumed that subglacial lakes were isolated systems, while only recently Gray et al. (2005), Wingham et al. (2006) and Fricker et al. (2007) found evidence that Antarctic subglacial lakes are connected, hence forming an extensive subglacial hydrological network. Several plans to unlock subglacial lakes exist (Siegert et al., 2004; Inman, 2005; Siegert et al., 2007; Schiermeier, 2008; Woodward et al., 2009) and valuable knowledge will be available as soon as direct samples of subglacial water and sediments are taken. Published by Copernicus Publications on behalf of the European Geosciences Union. 2 M. Thoma et al.: Modelled interaction between ice sheet and subglacial lakes However, current knowledge about the interaction between subglacial lakes and the overlying ice sheet is lacking. The most important parameter exchanged between ice and water is heat. The exchange of latent heat associated with melting and freezing dominates heat conduction, but the latter process has also be accounted for in subglacial lake modelling (Thoma et al., 2008b). Melting and freezing is closely related to the ice draft which varies spatially over subglacial lakes (Siegert et al., 2000; Studinger et al., 2004; Tikku et al., 2005; Thoma et al., 2007, 2008a, 2009a). The ice draft, and hence the water circulation within the lake, is maintained by the ice flow across lakes. Without this flow, lake surfaces would even out (Lewis and Perkin, 1986). On the other hand, a spatially varying melting/freezing pattern will have an impact on the overlying ice sheet as well. In order to get an insight in the complex interaction processes between the Antarctic ice sheet and subglacial lakes, this study for the first time couples a numerical ice-flow and a lake-flow model with a simple asynchronous time-stepping scheme to overcome the problem of different adjustment time scales. We describe the applied ice-flow model R IMBAY and lakeflow model ROMBAX in the first two Sections, respectively. Each section starts with a general description of the particular model, describes the applied boundary conditions, and the results of the uncoupled model runs. The newly developed R IMBAY–ROMBAX–coupler R IROCO is introduced in Sect. 4, where we also discuss the impact of a coupled icelake system on the ice flow and lake geometry. 2 2.1 Ice model R IMBAY General description The ice sheet model R IMBAY (Revised Ice sheet Model Based on frAnk pattYn) is based on the work of Pattyn (2003), Pattyn et al. (2004) and Pattyn (2008). Within this thermomechanically coupled, three-dimensional, full-Stokes ice model, a subglacial lake is represented numerically by a vanishing bottom-friction coefficient of β 2 = 0, while high friction in grounded areas is represented by a large coefficient; in this study we use β 2 = 106 . The choice of the latter parameter has no influence on the model results as long as it is much larger than zero. The constitutive equation, governing the creep of polycrystalline ice and relating the deviatoric stresses τ to the strain rates ε̇, is given by Glen’s flow law: ε̇ = Aτ n (e.g., Pattyn, 2003), with a temperature dependent rate factor A = A(T ). Here we apply the so-called Hooke’s rate factor (Hooke, 1981). Experimental values of the exponent n in Glen’s flow law vary from 1.5 to 4.2 with a mean of about 3 (Weertman, 1973; Paterson, 1994); ice models traditionally assume n = 3. However, a simplified viscous rheology with n = 1 stabilises and accelerates the convergence behaviour The Cryosphere, 4, 1–12, 2010 of the implemented numerical solvers. Therefore, previous subglacial lake simulations within ice models were limited to viscous rheologies (Pattyn, 2008). 2.2 Model setup and boundary conditions The model domain used in this study is a slightly enlarged version of the one presented in Pattyn (2003): It consists of a rectangular 168 100 km2 large domain with a model resolution of 5 km (resolutions of 2.5 km and 10 km are also used for comparison) and 41 terrain-following vertical layers. The surface of the initially 4000 m thick ice sheet has an initial slope of 2% (similar to Lake Vostok, Tikku et al., 2004) from left (upstream) to right (downstream). An idealized circular lake with a radius of about 48 km and an area of about 7200 km2 is located in the center of the domain, where a 1000 m deep cavity modulates the otherwise smoothly sloped bedrock (similar to Pattyn, 2008). The lake’s maximum water depth of about 600 m, resulting in a volume of about 1840 km3 (the lake’s geometry is also indicated in Figs. 3, 4). We apply a constant surface temperature of −50 ◦ C at the ice’s surface, a typical value for central Antarctica (Comiso, 2000). The bottom layer boundary temperature depends on the basal condition: above bedrock a Neumann boundary condition is applied, based on a geothermal heat flux of 54 mW/m2 (a value suggested for the Lake Vostok region by Maule et al., 2005). Assuming isostasy above the subglacial lake, the bottom layer temperature is at the pressuredepended freezing point. This temperature, prescribing a Dirichlet boundary condition, depends on the local ice sheet thickness (Tb = −H ×8.7×10−4 ◦ C/m ,e.g., Paterson, 1994). Accumulation and basal melting/freezing are ignored during the initial experiments in this Sect., where no coupling is applied. In the subsequent coupling-experiments, basal melting and freezing at the lake’s interface, as modelled by the lake flow model, is accounted for (Sect. 4). The lateral boundary conditions are periodic, hence values of ice thicknesses, velocities, and stresses are copied from the upstream (left) side to the downstream (right) side of the model domain and vice versa. The same applies to the lateral borders along the flow. The initial integration starts from an isothermal state. The basal melt rate is set to zero over bedrock as well as over the lake. 2.3 Model improvements Compared to Pattyn (2008) we improved the model R IMBAY in two significant ways to allow a numerically stable and fast representation of the more realistic non-linear flow law with an exponent of n = 3: First, a gradual increase of the friction coefficient β 2 at the lake’s boundaries is considered (Fig. 1a). Physically, this smoothing can be interpreted as a lubrication of the ice sheet base on the grounded side and as stiffening due to debris on the lake side of the lake’s edge. Our experiments have shown, that a slight prescribed β 2 -smoothing www.the-cryosphere.net/4/1/2010/ 0.6 M. Thoma et al.: Coupled and lake-flow M. Thoma et al.: Coupled ice- andicelake-flow Weight factor Scaled friction coefficient 0.8 3 3 M. Thoma et al.: Modelled interaction between ice sheet and subglacial lakes 0.6 0.8 0.6 0 0.4 50 0.4 100 0.2 150 200 250 300 350 0.2 0.2 0.4 0.4 0.0 400 X−distance (km) b) 0.6 0.6 (3/2) Smoothed β2 (1/0) Smoothed β2 (0/0) Unsmoothed β2 0.0 0.8 b) Weight factor 0.6 a) Weight factor 0.2 0.8 Scaled friction coefficient β2 Scaled friction coefficient β2 0.4 0.4 0.8 1.0 a) 1.0 3 −5 −4 −3 −2 −1 0 1 2 3 4 5 Node distance 0.2 0.2 (3/2) Smoothed β2 (3/2) Smoothed β2 2 6 Smoothed β2 the maximum of 10 ) along the central x-axis for an unsmoothed and two test-smoothed cases. Fig. 1. a) Friction coefficient β(1/0) (scaled to (1/0) Smoothed β2 (0/0) Unsmoothed β2 (0/0) Unsmoothed β2 The smoothing coefficient outside and inside of the lake’s border, respectively. 0.0 (x/y) represents the number of nodes smoothed 0.0 0.0 0.0 50 150 100 150 200 250 350 300 400 350 b) Weight factors for 0a Gaussian-type filter with250 different width from 400 one−5(red) to −3 five (cyan) 500 100 200 300 −4 −2 −3 −1−2depending 1 the 5 central node −4−5 0 −1 1 0 2on 3 2 distance 4 3 5 4 to the X−distance located at zero. X−distance (km) (km) distance Node Node distance 2 6 of 106 ) along the central x-axis for an unsmoothed and two test-smoothed cases. Fig. 1. a) Friction coefficient β 2 (scaled to the maximum Fig. 1. a) Friction coefficient β (scaled to the maximum of 10 ) along the central x-axis for an unsmoothed and two test-smoothed cases. 2 (scaled 6 ) along Fig. 1. (a) Friction coefficient β to the maximum of 10nodes the central x-axis for anlake’s unsmoothed and two test-smoothed cases. The smoothing coefficient (x/y) represents the of number smoothed outside andofinside of theborder, border, respectively. The smoothing coefficient (x/y) represents the number nodesofsmoothed outside and inside the lake’s respectively. The smoothing coefficient (x/y) represents thewith number nodes smoothed and inside of the thedistance lake’s respectively. b) factors Weightfor factors for a Gaussian-type filter withof different width (red) to five (cyan) depending on the distance to the central node (b) Weight b) Weight a Gaussian-type filter different width from onefrom (red)one tooutside five (cyan) depending on toborder, the central node located factors for alocated Gaussian-type filter with different width from one (red) to five (cyan) depending on the distance to the central node located at at zero. at zero. zero. a) b) Smooth β2: (0/0) Gaussian filter: 0 c) Smooth β2: (1/0) Gaussian filter: 2 a) a) b) b) 2: Smooth (0/0) Smooth β2: (0/0) β filter: 0 Gaussian filter:Gaussian 0 Smooth β2: (3/2) Gaussian filter: 5 c) c) 2: (1/0) Smooth β2: Smooth (1/0) β filter: 2 Gaussian filter:Gaussian 2 2: (3/2) Smooth β2: Smooth (3/2) β filter: 5 Gaussian filter:Gaussian 5 0 0 0 0 100 150 20 ) m Y (k 250 300 400 350 2019 200 250 m) 100 X (k 150 350 300 200 2120 2221 2322 2423 100 24 250 400 300 m) X (k 50 log(η) log(η) 0 400 19 150 50 350 0 100 0 400 50 50 β10 300 400 m) X (k 250 400 0 350 350 150 350 m) 100 300 300 0 5 10810 200 0 400 300 105β 350 300 250 250 200 200 0 m)0 m) 15 X (k25 150 100 X (k 50 200 250 400 400 86 Y (k 350 400 400 64 m) 300 350 100 50 0 150 200 250 m) 400 400 350 105β 42 Y (k 200 400 350 300300 350 350 300 0 m) X (k 50 20 350 150 150 Y (k 300 100 100 100 2 25050 300 300 400 0 0 0 20 200 m) Y (k m) 250 m) 250 250 m) m) Y (k 150 Y (k 200 200 150 200 Y (k Y (k 150 100 150 100 100 150 15 0 10 0 20 00 35 40 250 50 50 50 1 50 00 50 50 100 0 50 0 200 m) X (k 50 0 0 0 50 0 0 50 100 0 300 35 250 0 200 30 ) 150 0 0 m 1525 100 X (k 50 150 350 200 400 250 300 350 400 m) X (k log(η) 2 24 4 of viscosity 8of the layer 10 andlayer 19 20an 22 model. 2. 2Logarithm surface and bedrock-friction parameter β idealized for21 an idealized No β 2 –smoothing Fig. 2.0Fig. Logarithm of viscosity η6of theηsurface bedrock-friction parameter β 2 for model. a)23 No βa) –smoothing 2 2 or Gaussian β 2 –smoothing and Gaussian with width a filterofwidth c) βStrong β 2 –smoothing (3/2) and or Gaussian filtering.filtering. b) Slightb)βSlight –smoothing (1/0) and(1/0) Gaussian filtering filtering with a filter two. of c) two. Strong –smoothing (3/2) and filtering withwidth a filter width of five. that the represent Figures represent theconditions initial conditions for a FS-model the filter applied filter and22 22afor GaussianGaussian filtering with a filter of five. Note thatNote the Figures the initial for FS-model with thewith applied and Fig. of viscosity η of the surface layer and bedrock-friction parameter β for an idealized model. a) No ββ -smoothing –smoothing Fig.2.2. Logarithm Logarithm of viscosity η of the surface bedrock-friction parameter β an idealized model. (a) No β 2 –smoothing. β 2 –smoothing. 22 22 2 Gaussianfiltering. filtering. b) (b)Slight Slightββ–smoothing -smoothing(1/0) (1/0) and and Gaussian Gaussian filtering with a filter ororGaussian filter width width of of two. two. (c) c) Strong Strong ββ -smoothing –smoothing(3/2) (3/2)and and Gaussianfiltering filteringwith witha afilter filterwidth widthofoffive. five.Note Notethat thatthe theFigures Figs. represent Gaussian representthe theinitial initialconditions conditionsfor foraaFS-model FS-modelwith withthe theapplied appliedfilter filterand and 22 -smoothing. ββ –smoothing. coefficient of (1/0) is suited to decrease the integration time significantly and stabilises the numerical results. In this notation, (1) indicates one lubricated node on the bedrock side of the boundary and (0) indicates no stiffed (debris) node on the lake side. If the number of lubricated nodes is reduced to zero, the model’s integration time increases without a significant impact on the velocity field. If the number of stiffed nodes over the lake is increased, lower velocities over the lake are achieved. However, for higher model resolutions than used in this study, higher β-values should be considered to make the transition more realistic. www.the-cryosphere.net/4/1/2010/ Second, we implement a three-dimensional Gaussian-type filter to smooth the viscosity as well as the vertical resistive stress with a variable filter width. Without this filter, the numerics becomes unstable. Figure 1b shows a one-dimensional equivalent to the implemented three dimensional filter. Figure 2 compares three different smoothing parameter results on the friction coefficient β 2 as well as the Gaussian-type filter impact on the viscosity for three different filter widths. Sensitivity experiments have shown, that with a slight transient β 2 smoothing at the lake edges combined with a gentle (quadratic) Gaussian filter, as shown in Fig. 2b, numerical stability is achieved. The Cryosphere, 4, 1–12, 2010 4 M. Thoma et al.: Modelled interaction between ice sheet and subglacial lakes (a) (b) 1.2m/a 0 1.2m/a 300 600 0 300 Lake Depth (m) Lake Depth (m) 300 −80 −20 100 200 −80 200 −20 y (km) 300 −80 −80 −20 400 −20 400 y (km) 600 100 0 0 0 100 200 300 400 0 x (km) 100 200 300 400 x (km) Fig. 3. Results for a full-Stokes ice dynamic model with a horizontal resolution of 5 km. (a) Lake depth (color), ice sheet surface elevation (dashed contours), and ice-flow velocity (black arrows). (b) Vertically averaged horizontal velocity of the standard full-Stokes experiment. 2.4 Results The standard experiment is a thermomechanically coupled full-Stokes (FS) model with a horizontal resolution of 5 km. A quasi-steady state is reached after 300 000 years. Figure 3a shows the lake’s position and depth in the center of the model domain. The frictionless boundary condition over the lake results in an increased velocity, not only above the lake, but also in it’s vicinity (Fig. 3b). From mass conservation it follows, that the (vertically averaged) horizontal velocity converges towards the lake from upstream and diverges downstream. The flattened ice sheet surface over the lake is a consequence of the isostatic adjustment. This effect is also visible in the geometry of the profiles in Fig. 4 and in particular in Fig. 5. The inclined lake-ice interface is maintained by the constant ice flow over the lake and hence, independent of a possible basal mass exchange. Figure 3b shows the vertically averaged horizontal velocity and Fig. 4a a vertical cross section of the velocity along the flow at the lake’s center at y = 200 km. Over the lake, the ice sheet behaves like an ice shelf, featuring a vertically constant velocity. Towards the lake, the surface velocity increases by more than 70% from about 0.7 m/a to about 1.2 m/a. The largest velocity gradients occur in the vicinity of the grounding line (Figs. 3b, 4a, 5). Convergence of ice towards the lake results in an accelerated ice flow which undulates at the lake’s edges because of significant changes in The Cryosphere, 4, 1–12, 2010 the ice thickness and ice sheet surface gradients (yellow and red line in Fig. 5, respectively). The surface velocity (green line in Fig. 5) accelerates towards the lake until the ice sheet surface flattens. The velocity increase in deeper layers close to the bedrock (blue line in Fig. 5) is suspended just before the frictionless lake interface is reached, because of a strong increase of the ice thickness filling the trough. The maximum velocity is reached across the lake (Figs. 3b, 4a, 5), where the basal friction is zero. The vertical temperature profile (Fig. 4b) is nearly linear, as accumulation and basal melting are neglected. Geothermal heat flux is not sufficient to melt the bottom of the grounded ice, but over the lake the freezing point is maintained by the boundary condition. This results in submerging isotherms. At the downstream grounding line a slight overshoot of the upwelling isotherm is observed. 2.5 Robustness of the results To investigate the impact of the horizontal resolution on the model results, simulations with a coarser 10 km as well as a finer 2.5 km grid resolution have been performed. Within the coarser resolution most features are reproduced well, but there is a significant impact on ice velocities, in particular along the grounding line where the differences reaches about 10%. In general, the model with the higher spatial resolution has increased velocities along the flowlines across the lake and decreased velocities outside. In addition, the local www.the-cryosphere.net/4/1/2010/ M. Thoma et al.: Modelled interaction between ice sheet and subglacial lakes (a) 5 (b) 0.0 0.5 −50 1.0 −25 0 Temperature (˚C) Horizontal u−Velocity (m/a) 0 0 −500 −500 −1000 −1000 −1500 −1500 0 −40 −4 −40 −30 −30 z (m) z (m) −2000 0.8 1 0.8 −2000 1 −30 −2 −20 0 −2500 −2500 −20 0.6 0 0.6 0.4 0.2 −3500 −10 −1 −3000 −3000 0.4 0.2 −10 −3500 −4000 −4000 −4500 −4500 0 100 200 300 0 400 100 200 300 400 x (km) x (km) Fig. 4. Results for a full-Stokes ice dynamic model with a horizontal resolution of 5 km. (a) Lake depth (color), ice sheet surface elevation M. Thoma et al.: Coupled ice- and lake-flow 7 (dashed contours), and ice-flow velocity (black arrows). (b) Horizontal downstream velocity (in x-direction). (c) Temperature profile. 1.0 Surface Velocity Bedrock Velocity 0.5 0.0 1.0 Ice Sheet Surface Ice Thickness Bedrock Friction 0.5 0.0 0 50 100 150 200 250 300 350 400 x (km) Fig. 5. Cross sections along y = 200 km across the lake’s center. Shown are the normalized variables bedrock friction, ice sheet surface, and ice panal) as well the corresponding at the close to the bedrock (upper panal). Fig. 5. Cross sections along ythickness = 200(lower km across theaslake’s center.velocities Shown aresurface the and normalized variables bedrock friction, ice sheet surface, and ice thickness (lower panal) as well as the corresponding velocities at the surface and close to the bedrock (upper panal). 40 80 20 25 30 mSv 35 −1 0 Stream Function 27 Heat Cond. 1 27 2 −1 Zonal Overturning 1 −0.3 −0.6 .9 −0 .2 S −1 .2 −0 6 N 300 −4 .6 −0 −0 . N 0 −10 26 0.2 0 −300 −8 26 25 0.6 80 12 µSv −1 www.the-cryosphere.net/4/1/2010/ 0 mm/a Meridional Overturning −1 40 Basal Mass Balance mSv 1 0 −12 60 120 −6 25 We also investigated, whether a higher order model, ned) glecting resistive stress and vertical derivatives of the vertical velocity (see Pattyn 2003, Saito et al. 2003, Marshall W 2005 for furtherE details), is able to reproduce the results obtained with the full-Stokes model. All other aspects of the c) 60 0 .9 −0.6 −0 −0.3 80 mW/m2 180 40 12 18 2 0 0 40 0 0 −6 velocity maximum at the grounding line (Fig. 5) cannot be a) b) resolved with the 10 km resolution. The finer 2.5 km model resolution needs a much longer integration time, without producing significant differences in the results compared to the intermediate 5 km grid resolution. The Cryosphere, 4, 1–12, 2010 N N Fig. 6. a) Heat conduction into the ice (QIce ). b) Vertically integrated mass transport stream function, positive values indicate a clockwise circulation, negative values an anticlockwise circulation. c) Zonal (from west to east) and meridional (from south to north) overturning. d) 6 M. Thoma et al.: Modelled interaction between M. Thoma et al.: Modelled interaction between ice sheet and subglacial lakes (b) 0 40 80 (c) 0 40 80 mW/m2 20 25 30 mSv 35 −1 0 Heat Cond. 1 60 0 12 Stream Function 27 12 18 2 0 0 40 0 −6 60 (a) 180 6 26 −1 Zonal Overturning .6 25 −0 −0.3 −1 .2 26 −0 M. Thoma et al.: Modelled interaction between iceN sheet and subglacial lakes N mSv −1 0 Stream Function 1 .9 −0.6 −0 0 40 −12 0 80 mm/a 12 0 −6 60 80 .6 (c) (d) Fig. 6. (a) Heat conduction into the ice (QIce ). (b) Vertically integrated mass transport stream function, po circulation, negative values an anticlockwise circulation. (c) Zonal (from west to east) and meridional (fro Basal mass balance. 60 0 Basal Mass Balance 12 12 18 2 0 0 40 40 −0 180 0 −0.6 .9 .2 −0 0.2 (b) 300 3 1 1 0 Meridional Overturning −1 0.6 0 −300 −0. 27 25 μSv mSv −6 2005 for further details), is able to reproduce the results obfurther details). The horizonta 2 tained with the full-Stokes μSv model. −1All other aspects of the about 0.7 × 1.4 km), the num mSv 0 300 geometry as well−300as the parametrization are kept identical. well as the horizontal and ver −1 0 1 Zonal Overturning Our experiments indicate a moderate impact on the ice flow: and 0.025 cm2 /s, respectively Meridional Overturning −1 1 .6 calculated velocities across the subglacial lake are about 5% of subglacial Lake Concordia −0 −0.3 −0.6 9 0.6 .2 0. lower compared to the full-Stokes model. In the vicinity of model domain of about 170 × 0 − − 0.2 the lake, the− impact of the full-Stokes terms decreased, but tion within the lake as well as .9 −0.6 0. 6 −0 is still enhanced along the flowlines.N Although the FS-model at the lake–ice interface are ca N implements more mathematics in the numercial code it conlake a geothermal heat flux o verges faster than the higher order model, hence all further the ice-flow model’s boundar e ice (QIce ).Fig. (b)6. Vertically integrated mass transport stream function, positive values indicate a clockwise (a) Heat conduction into the ice (Q ). (b) Vertically integrated mass transport stream function, positive values indicate a clockwise studies areIceperformed with the full-Stokes model. vious subglacial lake simulat circulation, negative values an anticlockwise circulation. (c) Zonal (from west to east) and meridional (from south to north) overturning. clockwise circulation. (c) Zonal (from west to east) and meridional (from south to north) overturning. (d) et al., 2007, 2008a; Filina e (d) Basal mass balance. (Thoma et al., 2009a), or Lak 3 Lake floware model “ROMBAX” 2009) used a prescribed avera geometry as well as the parametrization kept identical. 3 Lake flow model ROMBAX Our experiments indicate a moderate impact on the ice flow: ◦ ×0.0125◦ , (QIce = dT /dz × 2.1 W/(K m) 3.1 General description e to reproduce the results obfurther details). The horizontal resolution (0.025 General description calculated velocities across3.1 the subglacial lake are about 5% ture measurements and thickn odel. All other aboutmodel. 0.7 × In 1.4thekm), the ofnumber of vertical layers (16), lower aspects comparedof to the the full-Stokes vicinity To simulate the water flow in theasprescribed lake mates. subglacial The availability of the metrizationthe arelake, kepttheidentical. well as the horizontal eddy diffusivities (5 m2 /s impact of theTo full-Stokes terms decreased, but vertical ROMBAX ,subglacial a terrain-following, primitive equations, simulate the water and flow in we theapply prescribed ical ice-sheet model “RIMBA 2 /s, is still flowlines. Although the FS-model three-dimensional, fluid derate impact onenhanced the ice along flow:the lake andwe0.025 cm“ROMBAX”, respectively) are adopted from a dynamics model model (e.g., Griffies, apply a terrain-following, primitive QIce (Figure 6a).andAcross the implements more mathematics in the numercial codeConcordia it con2004). R OMBAX simulates the between ice subglacial lake are about 5% equations, of subglacial Lake (Thoma et al., 2009a). Ininteraction a three-dimensional, fluid dynamics model (e.g., following gradient verges faster than the higher order model, hence all further subjacent water in terms of melting and freezing, according from abou okes model.studies In the vicinity of the model domain of about 170 × 88 × 16 grid cells the circula2004). “ROMBAX” simulates the interaction beare performed withGriffies, full-Stokes model. to heat and salinity conservation and the sidepressure of ice dependent flow to about 24 m l-Stokes terms decreased, but tween tion ice within the lake as well as the melting and freezing rates and subjacent water in terms melting freezfreezingofpoint at theand interface (Holland and Jenkins, 1999). results from the modelled tem lines. Although the FS-model ing, at according the lake–ice interface are calculated. theand bottom of the and has been applied to heat and salinity conservation the presThe modelAt uses spherical coordinates (Fig. 4b) and is used as input 2 , ice-shelf in the numercial code it con- sure lake a geothermal heatpoint flux atofsuccessfully 54 interface mW/mto consistent with cavities (e.g., Grosfeld et al., 1997; and dependent freezing the (Holland et al., Thoma et al., 2006) as well as to subrder model, hence all further Jenkins, the ice-flow boundary condition, is2001; applied. Pre1999).model’s The model usesWilliams spherical coordinates and glacial lakes (Williams, 2001; Thoma3.3 et al.,Results 2007, 2008a,b; full-Stokes model. lake simulations of Lake Vostok (Thoma hasvious been subglacial applied successfully to ice-shelf cavities (e.g., GrosFilina et al., 2008; Thoma et al., 2009a,b,c; Woodward et al., et et al.,al.,2007, Filina et 2009). al., 2008), feld 1997;2008a; Williams et al., 2001; ThomaLake et al.,Concordia 2006) et subglacial al., 2009a),lakes or Lake Ellsworth (Woodward et al., The initial model run starts w as (Thoma well as to (Williams, 2001; Thoma et al., AX” 2009) used a prescribed average conduction into the ice 200 years a quasi-steady stat 2007, 2008a,b; Filina et al., 2008; heat Thoma et al., 2009a,b,c; within the lake is shown in Woodward et /dz al., 2009). (QIce = dT × 2.1 W/(K m)), based on borehole temperaThe Cryosphere, 4, 1–12, 2010 www.the-cryosphere.net/4/1/2010/ ture measurements and thickness temperature-gradient esti- tegrated mass transport stream 3.2mates. Model and boundary conditions Thesetup availability of the results of the thermomechan- about 1.3 mSv, 1 mSv=1000 m in the prescribed subglacial turning (about 0.3 mSv) show −4 −8 −1 −0. .2 3 −10 M. Thoma et al.: Modelled interaction between ice sheet and subglacial lakes 8 7 M. Thoma et al.: Coupled ice- and lake-flow R IMBAY R IMBAY (restart) extrap. melt/freeze rates Restart Water temperature Output/Input Ice thickness Water column thickness Temperature gradient extrap. tracer ROMBAX (restart) ROMBAX ROMBAX R I RO C O Out-/Input Freezing rate Melting rate Output/Input Ice thickness Water column thickness Temperature gradient Initial Geothermal heat Restart Ice geometry Ice temperature Ice flow R IMBAY Initial Ice thickness Bedrock height Lake Geometry Fig. 7. Couple scheme schematics. The upper part represents the ice-flow model R IMBAY, the lower part the lake-flow model ROMBAX. In the middle parameters byThe the coupler R I Rrepresents O C O are shown. The gray linesRinIMBAY the left partlower of the figure represent the initial start-up. In Fig. 7. the Couple schemeexchanged schematics. upper part the ice-flow model , the part the lake-flow model ROMBAX sequence initial model runs), by dashed loops indicate (successive model that apriori unspecified number the middle(the thetwo parameters exchanged the coupler R IROCOcycles are shown. The gray linesruns) in the leftmay partrepeat of thean Fig. represent the initial start-up of times. Two additional ovals indicate the individual regarding successive restarts/coupling: The iceunspecified flow calculated sequence (the two initial yellow model runs), dashed loops indicate model cycles needs (successive model runs) that may repeat an apriori number by R IMBAY Two may additional result in new lakeovals nodes.indicate For these the basal balance is calculated by restarts/coupling: averaging adjacentThe nodes. For Rcalculated OMBAX of times. yellow the nodes individual modelmass needs regarding successive ice flow abymodified desires thelake extrapolation temperatures a previous run to skip the time-consuming R IMBAYgeometry may result in new nodes. Forofthese nodes the(and basalother masstracers) balancefrom is calculated bymodel averaging adjacent nodes. For ROMBAX spin-up process. a modified geometry desires the extrapolation of temperatures (and other tracers) from a previous model run to skip the time-consuming spin-up process. 370 375 380 385 390 only parameter exchange beween both models was the uni3.2 Model setupof and lateral initilisation theboundary lake flow conditions model ROMBAX with the modelled geometry and temperature gradient of the ice flow 395 The bedrock draft, needed7).forThe the model R IMBAY topography (indicated byand thethe grayicelines in Figure lake-flow model ROMBAX , iswhen obtained from oftheROMBAX output real coupling procedure starts, the results (Sect. 2.4) of into the ice-flow model R IMBAY for are reinserted R IMBAY (indicated by the (see blackSect. lines4 in further7). details). The horizontal resolution (0.025◦ ×0.0125◦ , Figure about 0.7 × 1.4 km), the number of vertical layers (16), as400 4.2 Results well as the horizontal and vertical eddy diffusivities (5 m2 /s and 0.025 cm2 /s, respectively) are adopted from a model From ROMBAX the basal mass balance at the in- a of subglacial Lake Concordia (Thoma etice al.,sheet–lake 2009a). In terface considered for subsequent IMBAY . model is domain of about 170 × 88 ×initialisations 16 grid cells of theRcirculaMelting dominates (which is negligible) and hence tion within the lakefreezing as well as the melting and freezing rates the icelake-ice sheet is interface loosing mass. Note that the molten ice does at the are calculated. At the bottom of the405 not the lake’sheat volume, in the2 ,ice-sheet model lakeaffect a geothermal flux neither of 54 mW/m consistent with nor in the lake-flow model, as this is constant per definithe ice-flow model’s boundary condition, is applied. Pretion. mass imbalance can be of interpreted as a (Thoma virtual vious This subglacial lake simulations Lake Vostok constant water flow out of the lake without any feedback et al., 2007, 2008a; Filina et al., 2008), Lake Concordia to the iceetsheet. The coupler RO C O applies restarts from 410 (Thoma al., 2009a), or LakeR IEllsworth (Woodward et al., previous model runs. Consequently the models reach their 2009) used a prescribed average heat conduction into the ice new quasi-steady state after a significant shorter integration (QIce = dT /dz × 2.1 W/(K m)), based on borehole temperatime. Ice sheet volume in the model domain is decreasing by ture measurements and thickness temperature-gradient estiabout 600 km3 per 100 000 years, equivalent to about 3.5 m mates. The availability of the results of the thermomechanithickness. Ice draft reduction in the lake-flow model within 415 cal ice-sheet model R IMBAY permits a spatially varying Q 100 000 years is shown in Figure 8a. Most ice is lost in theIce (Fig. 6a). Across the lake’s center, a general draft-following center of the lake (up to 8 m), and the area of maximum mass www.the-cryosphere.net/4/1/2010/ loss is slightly shifted to the upstream side of the lake. Con2 on the upstream side of ice gradient from about 27 mW/m sequently, the water column thickness increases where most 2 on the downstream side results from flow to aboutand 24 mW/m ice is molten decreases where less ice is molten (Figthe8b). modelled temperature distribution in the ice ure However, the ice-thickness reduction and(Fig. slope4b) ad-and is used as input for the lake-flow model. justment is too small to change the surface pressure on the lake water, and hence the water flow, significantly. Just a few iteration cycles are needed to bring this coupled lake-water 3.3 Results system into a quasi-steady state. The initial model run starts with a lake at rest. After about Several impacts of bottom melting on ice on top of the lake 200 years a quasi-steady state is reached. The circulation are observed: First, the temperature gradient at the ice sheet’s within the lake is shown in Fig. 6b–c. The vertically inbottom is increased. This results in an increase of heat contegrated mass transport stream function8d), (with a strength duction into the ice by about 22%3(Figures compared to a of about 1.3 mSv, 1 mSv=1000 m /s) as well as the zonal overmodel run without basal melting (Figures 6a). Consequently, turning (about 0.3 mSv) show a two-gyre structure, while more heat is extracted from the lake and the modelled aver-the meridional overturning 1.3 (Figures mSv) indicates just one age melting decreases by (about about 7% 8c). Second, iceanticyclonic gyre. The strength of the mass transport is sheet thickness above the lake is reduced. This increases thebetween gradient those modelled for upstream Lake Vostok and decreases those for the Lake surface towards the part and Concordia (Thoma et al., 2009a), and hence reasonable surface gradient towards the downstream part. Hence, the icefor subglacial lakes. There is only a slight ice draft slope from flow upstream accelerates and decelerates downstream (Figabout 4006 m to 3927 m across the 90 km of the lake (Figs. ure 9a). The magnitude of the ice velocity change is about 5, 4). This results in a decrease of melting fromand about 12 mm/a 10%. Third, bottom melting removes mass a vertical in the West to a negligible freezing along the eastern shoredownward velocity follows from mass conservation. This line (Fig. 6d). A significant amount of freezing would only advects colder ice from the surface towards the bottom, re◦ a steeper slope. be modelled if the ice draft would have sulting in a relative cooling of up to –2.1 C (Figure 9b) above the lake. This negative temperature (compared to the model The Cryosphere, 4, 1–12, 2010 8 4 4.1 M. Thoma et al.: Modelled interaction between ice sheet and subglacial lakes Coupling General description The bedrock topography and the ice draft, necessary to set up the geometry for the lake-flow model ROMBAX (Sect. 3.2), was obtained from the modelled output geometry of the iceflow model R IMBAY (Sect. 2.4). In addition, the thermodynamic boundary condition of the heat conduction into the ice was calculated from the temperature gradient at the ice sheet’s bottom. The left part of Fig. 7 (gray lines) shows schematically the performed operations. A coordinate conversion is necessary as R IMBAY uses Cartesian coordinates while ROMBAX is based on spherical coordinates. The modelled melting and freezing rates (Fig. 6d) are considered to replace the previously zero-constrained lower boundary condition in the ice-flow model R IMBAY (indicated by the central triangle within the yellow area in Fig. 7). Again a coordinate transformation is necessary. To speed up the integration time, ice geometry, ice flow, and ice temperature from the initial model run are reused (indicated by the black-lined triangle within the blue area within Fig. 7). An additional process has to be considered since the lake’s area may change during an ice-model run. As the basal mass balance (melting/freezing) depends on the former lake-model results and cannot be calculated during a specific model run, extrapolation of neighbouring values may be necessary (indicated by the embedded yellow oval in the blue area of Fig. 7). In each coupling cycle, successive initialisations of the lake-flow model ROMBAX are performed with the slightly changed ice draft and water column thickness (indicated by the right triangle in the yellow area of Fig. 7), as well as the temperature field of the previous model-run (indicated by the central triangle in the orange area of Fig. 7). Because the lake flow model does not permit dynamically changing geometry, temperatures of emerging nodes have to be extrapolated from neighbouring nodes (indicated by the embedded yellow oval in the orange area of Fig. 7). It is not necessary to reuse (and possibly extrapolate) the water circulation, as this value is based on the tracer (density) distribution and converges quickly. The coupling mechanism, including initial starts of the individual models, parameter exchanges, coordinate transformations, and restart-initialisations are embedded into and controlled by the R IMBAY–ROMBAX–Coupler R IROCO. In Sect. 2.4 and Sect. 3.3 the results of the initial runs of the individual models have been described. So far the only parameter exchange beween both models was the unilateral initilisation of the lake flow model ROMBAX with the modelled geometry and temperature gradient of the ice flow model R IMBAY (indicated by the gray lines in Fig. 7). The real coupling procedure starts, when the results of ROMBAX are reinserted into R IMBAY (indicated by the black lines in Fig. 7). The Cryosphere, 4, 1–12, 2010 4.2 Results From ROMBAX the basal mass balance at the ice sheet-lake interface is considered for subsequent initialisations of R IM BAY . Melting dominates freezing (which is negligible) and hence the ice sheet is loosing mass. Note that the molten ice does not affect the lake’s volume, neither in the ice-sheet model nor in the lake-flow model, as this is constant per definition. This mass imbalance can be interpreted as a virtual constant water flow out of the lake without any feedback to the ice sheet. The coupler R IROCO applies restarts from previous model runs. Consequently the models reach their new quasi-steady state after a significant shorter integration time. Ice sheet volume in the model domain is decreasing by about 600 km3 per 100 000 years, equivalent to about 3.5 m thickness. Ice draft reduction in the lake-flow model within 100 000 years is shown in Fig. 8a. Most ice is lost in the center of the lake (up to 8 m), and the area of maximum mass loss is slightly shifted to the upstream side of the lake. Consequently, the water column thickness increases where most ice is molten and decreases where less ice is molten (Fig. 8b). However, the ice-thickness reduction and slope adjustment is too small to change the surface pressure on the lake water, and hence the water flow, significantly. Just a few iteration cycles are needed to bring this coupled lake-water system into a quasi-steady state. Several impacts of bottom melting on ice on top of the lake are observed: First, the temperature gradient at the ice sheet’s bottom is increased. This results in an increase of heat conduction into the ice by about 22% (Fig. 8d), compared to a model run without basal melting (Fig. 6a). Consequently, more heat is extracted from the lake and the modelled average melting decreases by about 7% (Fig. 8c). Second, ice sheet thickness above the lake is reduced. This increases the surface gradient towards the upstream part and decreases the surface gradient towards the downstream part. Hence, the ice flow upstream accelerates and decelerates downstream (Fig. 9a). The magnitude of the ice velocity change is about 10%. Third, bottom melting removes mass and a vertical downward velocity follows from mass conservation. This advects colder ice from the surface towards the bottom, resulting in a relative cooling of up to −2.1 ◦ C (Fig. 9b) above the lake. This negative temperature (compared to the model run without melting, Fig. 4b) is advected downstream by the horizontal velocity. The lake-ice interface itself is cooled by less than 0.007 ◦ C, as it is maintained at the pressure-dependent freezing point. The cooling, visible at the lateral boundaries in Fig. 9b, result from the applied periodic boundary condition. It is an artifact of the numerical representation of the setup and not discussed here. www.the-cryosphere.net/4/1/2010/ M.interaction Thoma etbetween al.: Modelled interaction between M. Thoma et al.: Modelled ice sheet and subglacial lakes (a) ice sheet and subglacial lakes (b) 0 40 (c) 80 0 40 0 80 m −10 −5 9 40 80 mm/a m 0 −4 −2 Ice Thickness 0 −1.0 2 −0.5 0.0 0.5 1.0 Basal Mass Balance Water Column 0.2 −0.3 .3 −0 −2.8 −1.2 −1.2 −3 −7 ction between ice sheet and subglacial lakes b) 0 40 m −4 −2 0 40 80 0 40 .3 −0 80 mW/m2 mm/a −0.5 0.0 0.5 1.0 20 25 Basal Mass Balance Water Column .3 N (c) (d) Fig. 8. Impact of melting after 100 000 years on (a) the ice draft, (b) the water column thickness, and the geometry difference between the lake-flow model restart and the initial geometry. (d) Indicates the −1.0 2 1 N 0 80 −0 9 N 30 35 Heat Cond. 0.2 The ice flow converges where an ice-shelf type flow 28 servation requires a downs of the deceleration when th 5 Summary Melting at the lake–ice inte 32 31 eration upstream and decre Observations from space show that large subglacial lakes as well as downstream, bec have a significant impact on the shape and dynamics of the −0 .3 This impacts on the veloci 1 .3 N N Antarctic Ice Sheet as they flattenN the ice sheets surface −0 and downstream of the la (Siegert et al., 2000; Kwok et al., 2000, 2004; Leonard et al., corresponds to about 20 tim 2004; Tikku et al., 2004; Siegert, 2005). These regions depict at the Fig. 8. Impact of melting after 100 000 years on (a) the ice draft, (b) the water column thickness, and (c) the basal mass balance. Shown is ice sheet 00 years on (a) the ice draft, (b) the water column thickness, and (c)tothe basal mass balance. Shown is temperature a change in surface slopeand due the isostatic adjustment the geometry difference between the lake-flow model restart the initial geometry. (d) Indicates the heatof conduction into the ice (Q ). Ice pressure melting point, and lake-flow model restart and the initial geometry. Indicates the heat conduction into bottom the ice (Q Ice ). the ice sheet. (d) This, combined with the lacking fricbased ice in the vicinity. A tion, results in an observable redirection of ice flow. In this ing with at the lake–ice 5 Summary a three dimensional fluid dynamics model eddy diffu- interface study, we apply a newly coupled sivity ice sheet–lake flow model and simulates the lake the mass balthe as lake. Advection transpo erical representation of the on anThe ice flow accelerates the flow lake,as well idealized ice converges sheet–lake and configuration totowards investigate ance at the lake-ice interface.the This model, previously only Observations from space show that large subglacial lakes where anbetween ice-shelfthe type flow structure establishes. Mass con- stream, and hence the tem applied to lake-exclusive studies with a prescribed ice thicksystems. The full-Stokes have a significant impactfeedbacks on the shape and dynamicsindividual of the have impacts on the ice flo servation requires a downstream divergence ofnow flow, and bedrock, receives 2008) is ness improved to handle a because more its geometry directly from Antarctic Ice Sheet as ice theysheet flattenmodel the ice(Pattyn, sheets surface Our the idealised the ice flow model. In addition, heat flux from lake intoconfigurati of the2000; deceleration theThe flow reaches the bedrock again. (Siegert et al., 2000; Kwok et al., Leonard rheology. et when al., 2004; realistic non-linear lake-flow model is based theincreases ice sheet isthe an exchange Besides other exterimportant impact of the at theregions lake–ice interface iceeddy flow parameter. accel- an Tikku et al., 2004; Siegert,Melting depict a on a2005). three These dimensional fluid dynamics model with difnal forcing fields, the ice-flow model receives the basal mass change in surface slope dueeration to the isostatic adjustment of the upstream and decreases theasicewell flowinterface on of the lake on the ice sheet’s dynamic fusivity simulates lake flow thetop mass balance at theas frombalthe dynamic lake-flow model. hat large ice subglacial sheet. This,lakes combined with theand lacking bottom the friction, coupled model will focus o as well aslake–ice downstream, because of the reduced surfaceonly slope.model order to previously stabilise the ice-flow numerically with at the in an observable redirection of ice flow. In interface. this study, ThisInmodel, shape andresults dynamics of the ance Lake Vostok This impacts on the velocity can be traced about 75 km upa nonlinear rheology, a slight Gaussian filtering of theand ice its glacia we apply a newly coupled ice sheet-lake flow model on an ten the ice sheets surface applied to lake-exclusive studies with a prescribed ice thickis necessary. and downstream ofthe the lake inviscosity specific setting,from which vestigate the flow dynamic idealized ice sheet-lake configuration to investigate feedbedrock, now receives itsthis geometry directly 2000, 2004; Leonard et al., ness and observations. backs between the individual systems. The full-Stokes ice The ice flow converges and accelerates towards the lake, to about 20 timesheat the flux ice sheet The with thecorresponds ice flow model. In addition, from thickness. the lake into 2005). These regions depict2008) is improved to handle a more resheet model (Pattyn, where an ice-shelf type flow structure establishes. Mass contemperature atanthe ice sheet bottom on Besides top of the lakeexteris at the icelake-flow sheet ismodel exchange the isostatic adjustment of theThe alistic non-linear rheology. is based onparameter. servation requires aother downstream divergence of flow, because pressure melting point, and hence warmer than the bedrockth the lacking bottom fric- nal forcing fields, the ice-flow model receives the basal mass based ice in the vicinity. According to our simulation, meltrection ofwww.the-cryosphere.net/4/1/2010/ ice flow. In this balance at the interface from the dynamic lake-flow model. The Cryosphere, 4, 1–12, 2010 ingorder at theto lake–ice interface reduces the temperature top of In stabilise the ice-flow model numericallyonwith ice sheet–lake flow model the lake. Advection transports the relatively colder ice downfiguration to investigate the a nonlinear rheology, a slight Gaussian filtering of the ice stream, and hence the temperature dependent rheology will 29 −2.8 30 31 30 33 29 33 33 −1.2 −1.2 225267 2822 276 32 5 tion. It is−0.3an artifact of the numerical representation of the setup and not discussed here. .3 −0 33 10 M. Thoma et al.: Modelled interaction between ice sheet and subglacial lakes (a) (b) −0.10 −0.05 0.00 0.05 0.10 −2 −1 Horizontal u−Velocity (m/a) 0 1 2 Temperature (˚C) 0 0 −0.01 −0.22 −0.05 −2500 −0.05 −3000 −1.1 −0 .22 −1.1 −0.22 −0.01 −3000 −3500 −0.22 −0.22 z (m) −0.05 −0.22 −2500 −1.1 −2000 −1.1 −0.22 −0.01 −1500 −0.01 z (m) −0.22 −2000 −0.22 −1500 −1.1 −0.22 −1000 −1.1 −0.01 −1000 −500 −0.22 −500 −3500 −0.01 −0.22 −4000 −4000 −4500 −4500 0 100 200 300 400 0 x (km) 100 200 300 400 x (km) Fig. 9. Differences between coupled-model result and initial model (Fig. 4) for (a) horizontal downstream velocity and (b) temperature. of the deceleration when the flow reaches the bedrock again. Melting at the lake-ice interface increases the ice flow acceleration upstream and decreases the ice flow on top of the lake as well as downstream, because of the reduced surface slope. This impacts on the velocity can be traced about 75 km upand downstream of the lake in this specific setting, which corresponds to about 20 times the ice sheet thickness. The temperature at the ice sheet bottom on top of the lake is at the pressure melting point, and hence warmer than the bedrockbased ice in the vicinity. According to our simulation, melting at the lake-ice interface reduces the temperature on top of the lake. Advection transports the relatively colder ice downstream, and hence the temperature dependent rheology will have impacts on the ice flow beyond the lake. Our idealised configuration of an ice-lake system indicates an important impact of the interaction between both systems on the ice sheet’s dynamics. Next applications of this new coupled model will focus on realistic configurations, such as Lake Vostok and its glacial drainage system. In order to investigate the flow dynamical impact which can be compared with observations. Acknowledgements. 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