Geophysical Research Letters Supporting Information for Deglaciation and glacial erosion: a joint control on the melting of the solid Earth Pietro Sternai1, Luca Caricchi2, Sébastien Castelltort2, Jean-Daniel Champagnac3 1 Division of Geological and Planetary Science, California Institute of Technology, Pasadena CA, USA. Now at: Department of Earth Sciences, University of Cambridge, Cambridge, UK 2 Section of Earth and Environmental Science, University of Geneva, Switzerland 3 Geological Institute, Swiss Federal Institute of Technology (ETH), Zürich, Switzerland Contents of this file Figures S1 to S6 and respective captions Tables S1 and caption Video caption Software S1 1 Figure S1: a-d) Selected time steps of a numerical experiment similar to the experiment shown in Fig. 2, except that the reference point (i.e., the star) is located 10km away from the watershed. In the upper panels, red and blue colours are used to represent the glacier’s accumulation and ablation area respectively. The yellow line represents the glacier’s Equilibrium Line Altitude (ELA). The mean glacial erosion rate above the reference point throughout the glacial cycle is ~1.5mm a-1. We also show in d the initial topography (dashed line), the mean ELA throughout the entire glacial cycle (purple line) and the piedmont region. 2 Figure S2: Temporal evolution of (a) the contribution from ice-building/melting and (b) glacial erosion to the surface load variations at the reference point (shown by the yellow star in Fig. S1). In a and b, lines are coloured in red and blue when the reference point is covered by the glacier’s accumulation and ablation area, respectively. Grey shaded regions (in a and b) represent the time interval during which the surface load is decreasing. Vertical dashed lines (in a and b) highlight the time interval during which the reference point is directly below the ice. Note that panels c and d in Fig. 3 apply to this figure as well. 3 Figure S3: a-d) Selected time steps of a numerical simulation similar to the experiment shown in Fig. 2, except that the ice mass balance slope constant, πΎ, is equal to 1, implying reduced ice ablation (compare the ice thickness and extent with Fig. 2). In the upper panels, red and blue colours are used to represent the glacier’s accumulation and ablation area respectively. The yellow line represents the glacier’s Equilibrium Line Altitude (ELA). The star shows the location of the reference point. The mean glacial erosion rate above the star throughout the glacial cycle for this numerical experiment is ~1.8mm a-1. We also show in d the initial topography (dashed line), the mean ELA throughout the entire glacial cycle (purple line) and the piedmont region. 4 Figure S4: Temporal evolution of (a) the contribution from ice-building/melting and (b) glacial erosion to the surface load variations at the reference point (shown by the yellow star in Fig. S3). In a and b, lines are coloured in red and blue when the reference point is covered by the glacier’s accumulation and ablation area, respectively. Grey shaded regions (in a and b) represent the time interval during which the surface load is decreasing. Vertical dashed lines (in a and b) highlight the time interval during which the reference point is directly below the ice. The contributions from ice-building/melting and 5 glacial erosion to the surface load variations are also shown in the space-time domain in (c) and (d), respectively. To facilitate readability, values are sampled every 10ka and 10km. Time derivatives are computed through forward differences, so no value is obtained between 0-10ka. The horizontal dashed lines (in c and d) highlight the evolution of surface loading/unloading at the reference point. Note the different magnitudes of surface unloading from ice building/melting and glacial erosion and see also Fig. 4b where variations of peak surface unloading magnitudes by glacial erosion for different imposed glacial erosion coefficients, πΎπ , (i.e., mean glacial erosion rates) are shown. Figure S5: a-d) Selected time steps of a numerical experiment similar to the experiment shown in Fig. 2, except that the coefficient of glacial erosion, πΎπ , is set to 102 , implying particularly high glacial erosion rates. In the upper panels, red and blue colours are used to represent the glacier’s accumulation and ablation area respectively. 6 The star shows the location of the reference point. The yellow line represents the glacier’s Equilibrium Line Altitude (ELA). The mean glacial erosion rate above the reference point throughout the glacial cycle is ~10mm a-1. We also show in d the initial topography (dashed line), the mean ELA throughout the entire glacial cycle (purple line) and the piedmont region. Figure S6: Temporal evolution of (a) the contribution from ice-building/melting and (b) glacial erosion to the surface load variations at the reference point (shown by the 7 yellow star in Fig. S5). In a and b, lines are coloured in red and blue when the reference point is covered by the glacier’s accumulation and ablation area, respectively. Grey shaded regions (in a and b) represent the time interval during which the surface load is decreasing. Vertical dashed lines (in a and b) highlight the time interval during which the reference point is directly below the ice. The contributions from ice-building/melting and glacial erosion to the surface load variations are also shown in the space-time domain in (c) and (d), respectively. To facilitate readability, values are sampled every 10ka and 10km. Time derivatives are computed through forward differences, so no value is obtained between 0-10ka. The horizontal dashed lines (in c and d) highlight the evolution of surface loading/unloading at the reference point. Note the different magnitudes of surface unloading from ice building/melting and glacial erosion and see also Fig. 4b where variations of peak surface unloading magnitudes by glacial erosion for different imposed glacial erosion coefficients, πΎπ , (i.e., mean glacial erosion rates) are shown. Parameter Value Definition πππππ 2700kg m-3 Bedrock density ππππ 990kg m-3 Ice density πΏπππ₯ 10km, 50km Distance of the reference point from (Figs. S1-S2) the main divide along the x axis π 9.81m a2 Gravitational acceleration π΅π 7x10-16 Ice sliding coefficient πΎ 1, 2 Ice mass balance slope constant (Figs. S3-S4) π π0 πππ , π0 πππ₯ πΎπ 0.0045°C m-1 Atmospheric lapse rate 7°C, 13°C Min, Max sea surface temperature 1x10-5, 1x10-4, 1x10-3, Glacial erosion coefficient 1x10-2 (Fig. 4) 8 π 1 Exponent for glacial erosion π 2 Exponent for ice sliding ππππ₯ 1m a-1 Max ice accumulation ππππ -20m a-1 Min ice ablation π 1 Exponent for fluvial erosion π 0.5 Exponent for fluvial erosion πΎ 4×10-4 a-1 Fluvial erosion coefficient π· 200m2 a-1 Hillslope erosion coefficient π 2mm a-1 Rock uplift rate π‘ 4.1Ma Simulated time 3300kg m-3 Mantle density ο΅ο 0.2 Poisson’s ratio ππ 20km Elastic thickness πππππ‘ ο Table S1: Parameter setting for all numerical experiments. Video: Audio-visual abstract with divulgation purposes. Software S1: Source code (Fortran90) used for the numerical experiments. 9