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  <front>
    <journal-meta><journal-id journal-id-type="publisher">TC</journal-id><journal-title-group>
    <journal-title>The Cryosphere</journal-title>
    <abbrev-journal-title abbrev-type="publisher">TC</abbrev-journal-title><abbrev-journal-title abbrev-type="nlm-ta">The Cryosphere</abbrev-journal-title>
  </journal-title-group><issn pub-type="epub">1994-0424</issn><publisher>
    <publisher-name>Copernicus Publications</publisher-name>
    <publisher-loc>Göttingen, Germany</publisher-loc>
  </publisher></journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.5194/tc-12-2653-2018</article-id><title-group><article-title>Basal friction of Fleming Glacier, Antarctica <?xmltex \hack{\break}?> – Part 2: Evolution from 2008 to 2015</article-title><alt-title>Basal friction of Fleming Glacier, Antarctica – Part 2</alt-title>
      </title-group><?xmltex \runningtitle{Basal friction of Fleming Glacier, Antarctica -- Part~2}?><?xmltex \runningauthor{C.~Zhao et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1 aff3">
          <name><surname>Zhao</surname><given-names>Chen</given-names></name>
          <email>chen.zhao@utas.edu.au</email>
        <ext-link>https://orcid.org/0000-0003-0368-1334</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Gladstone</surname><given-names>Rupert M.</given-names></name>
          
        <ext-link>https://orcid.org/0000-0002-1582-3857</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff3">
          <name><surname>Warner</surname><given-names>Roland C.</given-names></name>
          
        <ext-link>https://orcid.org/0000-0002-9778-3544</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>King</surname><given-names>Matt A.</given-names></name>
          
        <ext-link>https://orcid.org/0000-0001-5611-9498</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff4">
          <name><surname>Zwinger</surname><given-names>Thomas</given-names></name>
          
        <ext-link>https://orcid.org/0000-0003-3360-4401</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff5">
          <name><surname>Morlighem</surname><given-names>Mathieu</given-names></name>
          
        <ext-link>https://orcid.org/0000-0001-5219-1310</ext-link></contrib>
        <aff id="aff1"><label>1</label><institution>School of Technology, Environments and Design, University of Tasmania, Hobart, Australia</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Arctic Centre, University of Lapland, Rovaniemi, Finland</institution>
        </aff>
        <aff id="aff3"><label>3</label><institution>Antarctic Climate &amp; Ecosystems Cooperative Research Centre, University of Tasmania, Hobart, Australia</institution>
        </aff>
        <aff id="aff4"><label>4</label><institution>CSC – IT Center for Science Ltd., Espoo, Finland</institution>
        </aff>
        <aff id="aff5"><label>5</label><institution>Department of Earth System Science, University of California, Irvine, CA 92697-3100, USA</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Chen Zhao (chen.zhao@utas.edu.au)</corresp></author-notes><pub-date><day>15</day><month>August</month><year>2018</year></pub-date>
      
      <volume>12</volume>
      <issue>8</issue>
      <fpage>2653</fpage><lpage>2666</lpage>
      <history>
        <date date-type="received"><day>30</day><month>October</month><year>2017</year></date>
           <date date-type="rev-request"><day>2</day><month>January</month><year>2018</year></date>
           <date date-type="rev-recd"><day>25</day><month>July</month><year>2018</year></date>
           <date date-type="accepted"><day>25</day><month>July</month><year>2018</year></date>
      </history>
      <permissions>
        
        
      <license license-type="open-access"><license-p>This work is licensed under the Creative Commons Attribution 4.0 International License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">https://creativecommons.org/licenses/by/4.0/</ext-link></license-p></license></permissions><self-uri xlink:href="https://tc.copernicus.org/articles/.html">This article is available from https://tc.copernicus.org/articles/.html</self-uri><self-uri xlink:href="https://tc.copernicus.org/articles/.pdf">The full text article is available as a PDF file from https://tc.copernicus.org/articles/.pdf</self-uri>
      <abstract>
    <p id="d1e155">The Wordie Ice Shelf–Fleming Glacier system in the southern Antarctic
Peninsula has experienced a long-term retreat and disintegration of its ice
shelf in the past 50 years. Increases in the glacier velocity and dynamic
thinning have been observed over the past two decades, especially after 2008
when only a small ice shelf remained at the Fleming Glacier front. It is
important to know whether the substantial further speed-up and greater
surface draw-down of the glacier since 2008 is a direct response to ocean
forcing, or driven by feedbacks within the grounded marine-based glacier
system, or both. Recent observational studies have suggested the
2008–2015 velocity change was due to the ungrounding of the Fleming Glacier
front. To explore the mechanisms underlying the recent changes, we use a
full-Stokes ice sheet model to simulate the basal shear stress distribution
of the Fleming system in 2008 and 2015. This study is part of the first high
resolution modelling campaign of this system. Comparison of inversions for
basal shear stresses for 2008 and 2015 suggests the migration of the
grounding line <inline-formula><mml:math id="M1" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">9</mml:mn></mml:mrow></mml:math></inline-formula> km upstream by 2015 from the 2008 ice front/grounding
line positions, which virtually coincided with the 1996 grounding line
position. This migration is consistent with the change in floating area
deduced from the calculated height above buoyancy in 2015. The retrograde
submarine bed underneath the lowest part of the Fleming Glacier may have
promoted retreat of the grounding line. Grounding line retreat may also be
enhanced by a feedback mechanism upstream of the grounding line by which
increased basal lubrication due to increasing frictional heating enhances
sliding and thinning. Improved knowledge of bed topography near the grounding
line and further transient simulations with oceanic forcing are required to
accurately predict the future movement of the Fleming Glacier system
grounding line and better understand its ice dynamics and future contribution
to sea level.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

      <?xmltex \floatpos{t}?><fig id="Ch1.F1" specific-use="star"><caption><p id="d1e172"><bold>(a)</bold> The location of the study region in the Antarctic Peninsula
(solid line polygon) with bedrock elevation data “bed_zc”, based on Bedmap2
(Fretwell et al., 2013) but refined using a mass conservation method for the
fast-flowing regions of the Fleming Glacier system (Zhao et al., 2018).
<bold>(b)</bold> Velocity changes of the Wordie Ice Shelf–Fleming Glacier system
from 2008 (Rignot et al., 2011b) to 2015 (Gardner et al., 2018). Black contours
representing the velocity in 2008 with a spacing of 500 m yr<inline-formula><mml:math id="M2" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. The
coloured lines represent the ice front positions in 1947, 1966, 1989, 1997, 2000,
2008, and 2016 obtained from Cook and Vaughan (2010), Wendt et al. (2010), and
Zhao et al. (2017). The feeding glaciers for the Wordie Ice Shelf include three
branches: Hariot Glacier (HG) in the north, Airy Glacier (AG), Rotz Glacier (RG),
Seller Glacier (SG), Fleming Glacier (FG), southern branch of the FG (sFG) in
the middle, and Prospect Glacier (PG) and Carlson Glacier (CG) in the south.
The grey area inside the catchment shows the region without velocity data.
<bold>(c)</bold> Inset map of the Fleming Glacier with ice front positions in 2008
and 2016, grounding line in 1996 (dashed black line) from Rignot et al. (2011a)
and deduced grounding line in 2014 (dashed blue line) from Friedl et al. (2018).
The background image is the bedrock from <bold>(a)</bold> and the black contours
are the same ones as in <bold>(b)</bold>.</p></caption>
      <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://tc.copernicus.org/articles/12/2653/2018/tc-12-2653-2018-f01.jpg"/>

    </fig>

<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p id="d1e212">In the past few decades, glaciers in West Antarctica and the Antarctic
Peninsula (AP) have experienced rapid regional atmospheric and oceanic
warming, leading to significant retreat and disintegration of ice shelves
and rapid acceleration of mass discharge and dynamic thinning of their
feeding glaciers (Cook et al., 2016; Gardner et al., 2018; Wouters et
al., 2015). Most of the West Antarctic Ice Sheet and the glaciated margins
of the AP (Fig. 1a) rest on a bed below sea level sloping down towards the
ice sheet interior, and the grounding lines of outlet glaciers located on
such reverse bed slopes may be vulnerable to rapid retreat depending on the
bedrock and ice shelf geometry (e.g. Gudmundsson, 2013; Gudmundsson et
al., 2012; Schoof, 2007). Once perturbed past a critical threshold, such
as grounding line retreat over a bedrock hump into a region of retrograde
slope, the grounding line may continue to retreat inward until the next
stable state without any additional external forcing (e.g.<?pagebreak page2654?> Mercer,
1978; Thomas and Bentley, 1978; Weertman, 1974). This marine ice sheet
instability has been invoked to explain the recent widespread and rapid
grounding line retreat of glaciers in the Amundsen Sea sector, likely
triggered by increased basal melting reducing the buttressing influence of
ice shelves (Rignot et al., 2014). Rapid grounding line retreat
and accelerated flow in these unstable systems leads to significant
increases in ice discharge and increased contribution from these marine ice
sheets to sea-level rise.</p>
      <p id="d1e215">The former Wordie Ice Shelf (WIS; Fig. 1b) on the western coast of AP
started its initial recession in 1960s with a substantial break-up occurring
around 1989, followed by continuous steady retreat (Cook and Vaughan,
2010; Vaughan and Doake, 1996; Wendt et al., 2010; Zhao et al., 2017). The
former ice shelf is fed by three tributaries as shown in Fig. 1b. The
Fleming Glacier (FG; Fig. 1b), as the main tributary glacier, splits into
two branches: the main branch to the north and the southern branch
(hereafter “southern FG”). The floating part in front of the main FG
disappeared almost entirely sometime between 1997 and 2000 (Fig. 1b), and
the ice front position in April 2008 (dark blue line in Fig. 1b and c,
Wendt et al., 2010) almost coincides with the latest known
grounding line position in 1996 (Rignot et al., 2011a). The main
branch of the FG has thinned at a rate of <inline-formula><mml:math id="M3" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6.25</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">0.20</mml:mn></mml:mrow></mml:math></inline-formula> m yr<inline-formula><mml:math id="M4" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
near the front from 2008 to 2015, more than twice the thinning
rate during 2002–2008 (<inline-formula><mml:math id="M5" display="inline"><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2.77</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">0.89</mml:mn></mml:mrow></mml:math></inline-formula> m yr<inline-formula><mml:math id="M6" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) (Zhao
et al., 2017). This is consistent with the recent findings that the largest
velocity changes across the whole Antarctic Ice Sheet over 2008–2015
occurred at FG (500 m yr<inline-formula><mml:math id="M7" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> increase close to the 1996 grounding line)
(Walker and Gardner, 2017). Time series of surface velocities
along the centerline of the FG (extending <inline-formula><mml:math id="M8" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">16</mml:mn></mml:mrow></mml:math></inline-formula> km upstream
from the 1996 grounding line) (Friedl et al., 2018) indicate
that two rapid acceleration phases occurred: in January–April 2008 and from
March 2010 to early 2011, followed by a relatively stable period from 2011 to
2016. During the first acceleration phase in January–April 2008, the front of the
FG retreated behind the 1996 grounding line position for the first time
(Friedl et al., 2018).</p>
      <p id="d1e293">As a marine-type glacier system residing on a retrograde bed with bedrock
elevation as much as <inline-formula><mml:math id="M9" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">800</mml:mn></mml:mrow></mml:math></inline-formula> m below sea level (Fig. 1c), the
Fleming system is accordingly potentially<?pagebreak page2655?> vulnerable to marine ice sheet
instability (Mercer, 1978; Thomas and Bentley, 1978; Weertman, 1974). The
acceleration and greater dynamic thinning of the FG over 2008–2015 suggests
the possible onset of unstable rapid grounding line retreat (Walker and
Gardner, 2017; Zhao et al., 2017), which has been confirmed by
Friedl et al. (2018). The speed-up of the FG before 2008 was
originally assumed to be a continuing direct response to the collapse of the
Wordie Ice Shelf (Rignot et al., 2005; Wendt et al.,
2010). Recent studies (Friedl et al., 2018; Walker and Gardner, 2017)
have suggested that the recent further glacier speed-up and grounding line
retreat could be a direct response to oceanic forcing. The recent
acceleration could also be triggered by the continued dynamic thinning
passing some threshold. An alternative hypothesis is that the recent changes
are reinforced by feedbacks in the dynamics of the evolving glacier,
possibly involving the subglacial hydrology. The examination of changes in
basal shear stress distributions between 2008 and 2015 in this modelling
study provides a first step in exploring possible feedback hypotheses. We
explore the potential for these hypotheses in Sect. 5.</p>
      <p id="d1e306">By analysing the detailed history of surface velocities, rates of elevation
change, and ice front positions from 1994 to 2016, Friedl et
al. (2018) suggested that the initial ungrounding of the FG from the
1996 grounding line position (Rignot et al., 2011a) occurred during
the first acceleration phase between January and April 2008 and expanded further
upstream by <inline-formula><mml:math id="M10" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:math></inline-formula>–9 km by 2014, which explained the speed-up and
thinning of the FG since 2008. They speculated this was mainly the result of
unpinning caused by increased basal melting due to the greater upwelling of
warm Circumpolar Deep Water (CDW). However, this study by
Friedl et al. (2018) lacked direct measurements of basal
melting and did not perform relevant numerical modelling of the evolution of
a sub-ice ocean cavity or coupling to a cavity ocean circulation model, so
it is still uncertain whether the enhanced basal melting driven by ocean
warming is the dominant reason for the recent changes in the FG. A positive
feedback between basal sliding and basal water pressure (through friction
heating) upstream of the grounding line could be another possible factor in
the glacier acceleration and grounding line retreat (Bartholomaus et al.,
2008; Iken and Bindschadler, 1986; Schoof, 2010). The possibility of such a
feedback is not ruled out by Friedl et al. (2018) and is
discussed further in Sects. 4.2 and 5.</p>
      <p id="d1e320">In this study, we employ the Elmer/Ice code (Gagliardini et
al., 2013), a three-dimensional (3-D) full-Stokes ice sheet model, to solve
the Stokes equations over the whole WIS–FG catchment. Our implementation of
the model solves the ice flow equations and the steady-state heat equation
(Gagliardini et al., 2013; Gladstone et al., 2014). We also infer the
basal shear stress using an inverse method (e.g. Gillet-Chaulet et al.,
2016; Gong et al., 2017).</p>
      <p id="d1e323">In the first part of this study (Zhao et al., 2018), we explored the
sensitivity of the inversion for basal shear stress to the following:
enhancement of ice deformation rates, bedrock elevation data, the ice front
boundary condition, and initial model assumptions about englacial
temperatures. In the current paper, we adopt the three-cycle spin-up scheme
of Zhao et al. (2018) to derive the distributions of basal shear stress
in 2008 and 2015. We present the observational data in Sect. 2 and our
methods in Sect. 3. We compare the resulting basal shear distributions
for 2008 and 2015 and their connections with driving stress and basal
friction heating in Sect. 4.1 and 4.2. The height above buoyancy for the two
epochs is computed in Sect. 4.3 as an independent guide to grounding line
changes. Through comparison of basal shear stress and height above buoyancy
between 2008 and 2015, we analyse the stability of the grounding line in this
period and discuss ongoing marine ice sheet instability and direct oceanic
forcing as possible reasons for the speed-up of the FG in Sect. 5.</p>
</sec>
<sec id="Ch1.S2">
  <title>Observational data</title>
<sec id="Ch1.S2.SS1">
  <title>Surface elevation data in 2008 and 2015</title>
      <p id="d1e337">The surface elevation dataset for 2008 (DEM2008; Fig. 2a) from Zhao et
al. (2018) plays a central role here. To estimate the surface
topography in 2015 (DEM2015; Fig. 2a), we generated the average
surface-lowering rate during 2008–2015 for the fast-flowing regions (surface
velocity in 2008 <inline-formula><mml:math id="M11" display="inline"><mml:mrow><mml:mo>≥</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula> m yr<inline-formula><mml:math id="M12" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) by using the hypsometric model for
elevation change described in Zhao et al. (2017) for the
same period. The DEM2015 was then generated from DEM2008 by applying these
ice thinning rates from 2008 to 2015. For the area with velocities <inline-formula><mml:math id="M13" display="inline"><mml:mo>&lt;</mml:mo></mml:math></inline-formula> 20 m yr<inline-formula><mml:math id="M14" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>,
we assume the DEM in 2015 remains the same as that in 2008.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2" specific-use="star"><caption><p id="d1e383"><bold>(a)</bold> Surface elevation difference between 2008 and 2015
(2008 minus 2015) with black and white contours (interval: 200 m) representing
the surface elevation in 2008 and 2015, respectively. Inset map shows the
location in the research domain with blue points showing the available elevation
data points used to extract the hypsometric model of elevation change from 2008
to 2015 (Zhao et al., 2017). <bold>(b)</bold> Bed elevation data “bed_zc” (metres
above sea level, m a.s.l.) with two basins “FG downstream basin” and “FG
upstream basin” from Zhao et al. (2018). The black contours show the bed
elevation with an interval of 100 m. The white contour represents the sea
level used in this study.</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://tc.copernicus.org/articles/12/2653/2018/tc-12-2653-2018-f02.jpg"/>

        </fig>

</sec>
<sec id="Ch1.S2.SS2">
  <title>Bed elevation data</title>
      <p id="d1e403">The bed topography plays a significant role in simulation of basal sliding
and ice flow distribution for fast-flowing glaciers (Zhao et al.,
2018), and also in interpreting the grounding line movement
precisely (De Rydt et al., 2013; Durand et al., 2011; Rignot et al.,
2014). Zhao et al. (2018) investigated the sensitivity of
the basal shear stress distribution to three bedrock topography datasets.
The bedrock dataset, bed_zc (Fig. 2b), with higher accuracy
and resolution, was suggested as the most suitable for modelling the WIS–FG
system. Recall that bed_zc is computed by

                <disp-formula id="Ch1.E1" content-type="numbered"><mml:math id="M15" display="block"><mml:mstyle displaystyle="true" class="stylechange"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi mathvariant="normal">bed</mml:mi><mml:mi mathvariant="normal">_</mml:mi><mml:mi mathvariant="normal">zc</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mn mathvariant="normal">2008</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">mc</mml:mi></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

          where <inline-formula><mml:math id="M16" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mn mathvariant="normal">2008</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> is the surface elevation in 2008 combined from two DEM
products as discussed in Zhao et al. (2018), and <inline-formula><mml:math id="M17" display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">mc</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is
the ice thickness data with a resolution of 450 m combined from the ice
thickness data computed using a mass conservation method for the regions of
faster flow (Morlighem et al., 2011, 2013), and ice
thickness from Bedmap2 for other<?pagebreak page2656?> regions (Fretwell et al., 2013). A
complete description is given by Zhao et al. (2018).</p>
</sec>
<sec id="Ch1.S2.SS3">
  <title>Surface velocity data in 2008 and 2015</title>
      <p id="d1e464">We use the same velocity data for 2008 as in Part 1 of this study (Zhao
et al., 2018), which is from the InSAR-based Antarctic ice
velocity dataset MEaSUREs (version 1.0) produced by Rignot et
al. (2011b) from autumn 2007 and/or 2008 measurements over the study area. The
2008 velocity dataset has a resolution of 900 m, and the uncertainties over
the study region range from 4 to 8 m yr<inline-formula><mml:math id="M18" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. For 2015, we
adopt the velocity data extracted from Landsat 8 imagery with a resolution
of 240 m and errors ranging from 5 to 20 m yr<inline-formula><mml:math id="M19" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
(Gardner et al., 2018). The velocity dataset for 2015 has a
full coverage over the WIS–FG domain, while the velocity in 2008 has no data
in the grey area in Fig. 1b.</p>
</sec>
<sec id="Ch1.S2.SS4">
  <title>Other datasets</title>
      <p id="d1e497">The steady-state temperature field is simulated from an initial temperature
field, linearly interpolated between upper and lower ice surfaces, which
leads to robust inversion results as demonstrated by Zhao et al. (2018).
The surface temperature is constrained by yearly averaged
surface temperature over 1979–2014 computed from RACMO2.3/ANT27 (van Wessem
et al., 2014), and the basal temperature is initialized to pressure melting
temperature. The temperature simulations utilize the spatial distribution of
geothermal heat flux estimated by Fox Maule et al. (2005) and the simulated
basal frictional heating.</p>
      <p id="d1e500">Our DEM is an ellipsoidal WGS84 system and hence a height of 0 m does not
refer to sea level. An observed sea level height of 15 m (WGS84 ellipsoidal
height) in Marguerite Bay (Zhao et al., 2018) was taken to compute the sea
pressure on the ice front.</p>
</sec>
</sec>
<sec id="Ch1.S3">
  <title>Method</title>
      <p id="d1e510">The modelling method using Elmer/Ice presented in Part 1 of this study
(Zhao et al., 2018) is adopted here, including the mesh
generation, mesh refinement, model parameter choices and boundary
conditions. The simulations for both 2008 and 2015 retain the same
assumptions about the ice-covered domain, namely a common spatial extent
with fixed ice front location, and the assumption that all the ice is
grounded. The ice front position is assumed to coincide with the 1996
grounding line position (Rignot et al., 2011a). This assumption
might be incorrect for the main branch of the FG, and we evaluate it based
on the deduced floating area where the inferred basal shear stress is lower
than a threshold, which is discussed in Sect. 4.1. It is very clear from
satellite imagery that in 2008 a small ice shelf is still present in front
of the southern FG and the Prospect Glacier (hereafter PG) (Fig. 1c). In
2015 the ice shelf in front of the southern FG disappeared, while the
floating part of the PG retreated in the east and re-advanced in the
west (Fig. 1c). However, we do not include the floating parts of the southern
FG and PG in either epoch in this study, owing to the lack of ice shelf
thickness data.</p>
      <p id="d1e513">We follow the three-cycle spin-up scheme (Zhao et al., 2018)
and simulate the basal shear stress <inline-formula><mml:math id="M20" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> in 2008 and 2015 with the
linear sliding law:

              <disp-formula id="Ch1.E2" content-type="numbered"><mml:math id="M21" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mi>C</mml:mi><mml:msub><mml:mi>u</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>

        Here <inline-formula><mml:math id="M22" display="inline"><mml:mi>C</mml:mi></mml:math></inline-formula> is the basal friction coefficient, a variational parameter in the
inversion procedure, and <inline-formula><mml:math id="M23" display="inline"><mml:mrow><mml:msub><mml:mi>u</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the basal sliding velocity.</p>
      <?pagebreak page2657?><p id="d1e571"><?xmltex \hack{\newpage}?>There are two key differences between the data used for the 2008 and
2015 inversions: increased surface velocity and changed ice geometry, namely a
thinner glacier in 2015 compared to 2008 due to dynamic thinning. To explore
their relative impacts, we carry out an additional inversion with the
geometry from 2008 but the surface velocity from 2015 (see Sect. S1 in the
Supplement). We find that both geometry variations and velocity
changes are important to the inverted basal stress condition.</p>
      <p id="d1e575">To explore the relationship between the basal shear stress and local
gravitational driving stress <inline-formula><mml:math id="M24" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">d</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, the gravitational driving stress
is also computed for both epochs:

              <disp-formula id="Ch1.E3" content-type="numbered"><mml:math id="M25" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">d</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">i</mml:mi></mml:msub><mml:mi>g</mml:mi><mml:mi>H</mml:mi><mml:mfenced close="|" open="|"><mml:mrow><mml:mi mathvariant="normal">∇</mml:mi><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

        where <inline-formula><mml:math id="M26" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the ice density, <inline-formula><mml:math id="M27" display="inline"><mml:mi>g</mml:mi></mml:math></inline-formula> is the gravitational constant, <inline-formula><mml:math id="M28" display="inline"><mml:mi>H</mml:mi></mml:math></inline-formula> is
the ice thickness, and <inline-formula><mml:math id="M29" display="inline"><mml:mrow><mml:mfenced open="|" close="|"><mml:mrow><mml:mi mathvariant="normal">∇</mml:mi><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:math></inline-formula> is the gradient
of the ice surface elevation. Considering the snow and firn on the ice
surface, we apply a relatively low ice density of 900 kg m<inline-formula><mml:math id="M30" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> following
Berthier et al. (2012).</p>
      <p id="d1e678">Hoffman and Price (2014) found a positive feedback between the basal
melt and basal sliding through the frictional heating for an idealized
mountain glacier using coupled subglacial hydrology and ice dynamics models.
To explore possible effects of changes of basal frictional heating
between 2008 and 2015, we compute the friction heating (<inline-formula><mml:math id="M31" display="inline"><mml:mrow><mml:msub><mml:mi>q</mml:mi><mml:mi mathvariant="normal">f</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>) generated at the bed:

              <disp-formula id="Ch1.E4" content-type="numbered"><mml:math id="M32" display="block"><mml:mstyle displaystyle="true" class="stylechange"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:msub><mml:mi>q</mml:mi><mml:mi mathvariant="normal">f</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:msub><mml:mi>u</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>

        To explore the possible flow path of subglacial water beneath the FG, we
calculate hydraulic potential at the bed, since its negative gradient
determines subglacial flow direction. The hydraulic potential, <inline-formula><mml:math id="M33" display="inline"><mml:mi mathvariant="normal">Φ</mml:mi></mml:math></inline-formula>,
expressed in equivalent metres of water, is given by

              <disp-formula id="Ch1.E5" content-type="numbered"><mml:math id="M34" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi mathvariant="normal">Φ</mml:mi><mml:mo>=</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">i</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">fw</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

        where <inline-formula><mml:math id="M35" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">fw</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the fresh water density (1000 kg m<inline-formula><mml:math id="M36" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>), and
<inline-formula><mml:math id="M37" display="inline"><mml:mrow><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M38" display="inline"><mml:mrow><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> are the surface and bed elevations, respectively. Here
we assume that the water pressure in the subglacial hydrologic system is
given by the ice overburden pressure, which is equivalent to assuming that
the effective pressure at the bed, <inline-formula><mml:math id="M39" display="inline"><mml:mi>N</mml:mi></mml:math></inline-formula>, is zero (Shreve, 1972).</p>
      <p id="d1e828">Height above buoyancy (<inline-formula><mml:math id="M40" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula>) is an indicator of how close to
floatation a marine-based glacier is, which is relevant to the glacier's
evolution and additionally helps identify likely floating regions. <inline-formula><mml:math id="M41" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> is
related to the effective pressure <inline-formula><mml:math id="M42" display="inline"><mml:mi>N</mml:mi></mml:math></inline-formula> at the bed by the following relationship:

              <disp-formula id="Ch1.E6" content-type="numbered"><mml:math id="M43" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mi>N</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">i</mml:mi></mml:msub><mml:mi>g</mml:mi><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>

        In this study, we use a simpler hydrostatic balance based on sea level with
the following relationship:

              <disp-formula id="Ch1.E7" content-type="numbered"><mml:math id="M44" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub><mml:mo>=</mml:mo><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left left"><mml:mtr><mml:mtd><mml:mrow><mml:mi>H</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mi mathvariant="normal">if</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mi mathvariant="italic">&gt;=</mml:mi><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">sl</mml:mi></mml:msub></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>H</mml:mi><mml:mo>+</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">sl</mml:mi></mml:msub></mml:mrow></mml:mfenced><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">i</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mi mathvariant="normal">if</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>&lt;</mml:mo><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">sl</mml:mi></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:math></disp-formula>

        where <inline-formula><mml:math id="M45" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the density of ocean water and <inline-formula><mml:math id="M46" display="inline"><mml:mrow><mml:msub><mml:mi>z</mml:mi><mml:mi mathvariant="normal">sl</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the sea
level. This expression for <inline-formula><mml:math id="M47" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> assumes a perfect connectivity of the
basal hydrology system with the ocean. This is appropriate for the present
study where we are exploring the degree of grounding of the fast-flowing
regions of the FG over the downstream basin.</p>
</sec>
<sec id="Ch1.S4">
  <title>Results</title>
<sec id="Ch1.S4.SS1">
  <title>Comparison of basal shear stress and driving stress in 2008 and 2015</title>
      <p id="d1e1029">We obtain the spatial distributions for basal shear stress, <inline-formula><mml:math id="M48" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
(Fig. 3a and b), and basal velocity of the WIS–FG system for 2008 and 2015
using an inverse method to determine the basal friction coefficient, <inline-formula><mml:math id="M49" display="inline"><mml:mi>C</mml:mi></mml:math></inline-formula>, with
the geometry and velocity data described above. Although low-resolution
estimation of basal shear stress has been carried out for the whole
Antarctic Ice Sheet (Fürst et al., 2015; Morlighem et al., 2013;
Sergienko et al., 2014), this is the first application of inverse methods to
estimate the basal friction pattern of the Fleming system at a high
resolution and to use the full-Stokes equations.</p>
      <p id="d1e1050">In 2008 the main FG shows some sticky spots of high basal shear stress close
to the ice front (Fig. 3a). The backstress exerted by these sticky spots
with <inline-formula><mml:math id="M50" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">0.01</mml:mn></mml:mrow></mml:math></inline-formula> MPa (shown in Fig. S3) is
<inline-formula><mml:math id="M51" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">3.42</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mn mathvariant="normal">11</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> N, while immediately upstream a region of low basal
stress covers most of the downstream bedrock basin, returning to more
typical values (<inline-formula><mml:math id="M52" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">0.05</mml:mn></mml:mrow></mml:math></inline-formula>–0.53 MPa) <inline-formula><mml:math id="M53" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">9</mml:mn></mml:mrow></mml:math></inline-formula> km from the
ice front. In contrast, the basal friction at the front of the southern FG
is low, with more typical values <inline-formula><mml:math id="M54" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:math></inline-formula> km upstream. By 2015, the
high friction spots near the FG ice front have disappeared while in the
downstream basin the region of low basal shear stress already seen in 2008
is more extensive and even lower in value (Fig. 3b). This is consistent with
the observed speed-up from 2008 to 2015. Further upstream in this basin, and
over the ridge between the downstream and upstream basins, the basal shear
stress does not change much between the two epochs (Fig. 3c).</p>
      <p id="d1e1115">To explore the ice dynamics evolution from 2008 to 2015, we present the
ratio of basal shear stress <inline-formula><mml:math id="M55" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> to driving stress <inline-formula><mml:math id="M56" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">d</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
(hereafter referred to as “RBD”) in Fig. 3d and e, which can provide insight
into the dynamical regime (Morlighem et al., 2013; Sergienko et al.,
2014). In particular, it provides an indication of whether the driving stress
is locally balanced by the basal shear or whether there is a significant
role for membrane stresses and a regional momentum balance. We designate the
region with <inline-formula><mml:math id="M57" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">0.01</mml:mn></mml:mrow></mml:math></inline-formula> MPa or RBD <inline-formula><mml:math id="M58" display="inline"><mml:mo>&lt;</mml:mo></mml:math></inline-formula> 0.1 as a “low
friction” area, potentially indicative of flotation, i.e. ungrounded ice.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3" specific-use="star"><caption><p id="d1e1164"><bold>(a, b)</bold> Basal shear stress <inline-formula><mml:math id="M59" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, <bold>(d, e)</bold> the
ratio of <inline-formula><mml:math id="M60" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> to <inline-formula><mml:math id="M61" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">d</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, of the Fleming Glacier and the
Prospect Glacier in 2008 <bold>(a, d)</bold> and 2015 <bold>(b, e)</bold>. <bold>(c)</bold> The
ratio of basal shear stress <inline-formula><mml:math id="M62" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mrow><mml:mi mathvariant="normal">b</mml:mi><mml:mn mathvariant="normal">2015</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> to <inline-formula><mml:math id="M63" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mrow><mml:mi mathvariant="normal">b</mml:mi><mml:mn mathvariant="normal">2008</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula>, and
<bold>(f)</bold> the ratio of driving stress <inline-formula><mml:math id="M64" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mn mathvariant="normal">2015</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> to <inline-formula><mml:math id="M65" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mrow><mml:mi mathvariant="normal">d</mml:mi><mml:mn mathvariant="normal">2008</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula>.
The white dotted line represents the deduced grounding line in 2014 from Friedl
et al. (2018). The cyan lines in <bold>(a)</bold> and <bold>(b)</bold> show the
<inline-formula><mml:math id="M66" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">b</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.01</mml:mn></mml:mrow></mml:math></inline-formula> MPa contour. The red lines in <bold>(d)</bold> and <bold>(e)</bold>
show the RBD <inline-formula><mml:math id="M67" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.1 contour in the current study. The white solid lines
represent the 2008 surface speed contours of 100, 1000, and 1500 m yr<inline-formula><mml:math id="M68" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>,
respectively, to aid visual comparison across subplots.</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://tc.copernicus.org/articles/12/2653/2018/tc-12-2653-2018-f03.jpg"/>

        </fig>

      <p id="d1e1329">The high basal shear stress spots inferred by the inversion at the front of
the main branch of the FG in 2008 (Fig. 3a) may be artefacts due to
uncertainties from the ice thickness,<?pagebreak page2658?> local bed topography, local sea level,
ice mélange backstress, and the ice front position (as discussed in
Zhao et al., 2018). Sensitivity to such uncertainties was
explored in Zhao et al. (2018), and the adjustments of ice
front boundary condition with a higher sea level of 25 m or an advanced ice
front position showed a decrease in the basal friction coefficients near the
ice front, but those adjustments did not completely remove these high basal friction spots.
This implies that the front of the FG in 2008 might still be partly grounded
on the 1996 grounding line due to the presence of real pinning points.</p>
      <p id="d1e1332">As expected, the gravitational driving stress of this system shows no
significant changes from 2008 to 2015, except for the front of PG (Fig. 3f).
In 2015, the boundaries of the zone in the main FG with <inline-formula><mml:math id="M69" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mrow><mml:mi mathvariant="normal">b</mml:mi><mml:mn mathvariant="normal">2015</mml:mn></mml:mrow></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">0.01</mml:mn></mml:mrow></mml:math></inline-formula> MPa
(blue lines in Fig. 3b) or RBD<inline-formula><mml:math id="M70" display="inline"><mml:mrow><mml:msub><mml:mi/><mml:mn mathvariant="normal">2015</mml:mn></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">0.1</mml:mn></mml:mrow></mml:math></inline-formula>
(red lines in Fig. 3e) have some similarity to the deduced grounding line
position of the FG in 2014 from Friedl et al. (2018) (white
dots in Figs. 3 and 4). The differences with that study are around the
southern and eastern parts, but the blue and red boundaries fit the bedrock
ridges in the present study (Fig. S2b), while the white points fit the
corresponding bedrock topography data used by Friedl et al. (2018).
This comparison confirms the significant role of bedrock topography
in determining the grounding line position. Around the eastern part of the
region within which velocities <inline-formula><mml:math id="M71" display="inline"><mml:mo>&gt;</mml:mo></mml:math></inline-formula> 1500 m yr<inline-formula><mml:math id="M72" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> (Fig. 3b), the
low basal friction area in this study extends <inline-formula><mml:math id="M73" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>–3 km further
upstream than the estimated grounding line in 2014 (Friedl et al., 2018).</p>
      <p id="d1e1396">Comparison of basal shear stress between 2008 and 2015 (Fig. 3c) shows a
significant decrease from 2008 to 2015 in fast-flowing regions
(velocity <inline-formula><mml:math id="M74" display="inline"><mml:mo>&gt;</mml:mo></mml:math></inline-formula> 1500 m yr<inline-formula><mml:math id="M75" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) at the front of the FG. A similar pattern
occurred at the front of the PG and the southern FG. For the northern section of
the southern FG, the grounding line retreated by <inline-formula><mml:math id="M76" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:math></inline-formula> km in 2008
from the last known grounding line position in 1996 (Rignot
et al., 2011a) (Fig. 3a), which is reasonable considering that the northern
section of the ice front retreated <inline-formula><mml:math id="M77" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:math></inline-formula> km behind the
1996 grounding line position (Fig. 1c). However, it is not clear whether the
southern section of the southern FG also retreated in 2008 as indicated
in Fig. 3a, and whether the floating area expanded <inline-formula><mml:math id="M78" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:math></inline-formula> km
further inland in 2015 based on the decreased basal shear stress from 2008
(Fig. 3a) to 2015 (Fig. 3b). Similarly, it is also hard to estimate the
possible grounding line positions of the PG based on the inferred basal
shear stress in both epochs. That is because we did not account for the
normal stress of the remnant small ice shelf at the front of the southern FG
and the PG (Fig. 1c) in the inverse modelling. The surface lowering in
DEM2015 for the PG could also be an artefact since no observations were
available for the PG when building the hypsometric model that generates the
DEM2015 (see inset map in Fig. 2a and Zhao et al., 2017).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4" specific-use="star"><caption><p id="d1e1450"><bold>(a, b)</bold> The basal friction heating, and <bold>(d, e)</bold> the
simulated temperature relative to the pressure melting point at the base of the
Fleming Glacier and the Prospect Glacier in 2008 <bold>(a, d)</bold> and 2015 <bold>(b, e)</bold>.
The differences of <bold>(c)</bold> basal friction heating and <bold>(f)</bold> simulated
basal temperature between 2008 and 2015 (2015 minus 2008). The white dotted line
represents the deduced grounding line in 2014 from Friedl et al. (2018). The
white solid lines represent the 2008 surface speed contours of 100, 1000, and
1500 m yr<inline-formula><mml:math id="M79" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>.</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://tc.copernicus.org/articles/12/2653/2018/tc-12-2653-2018-f04.jpg"/>

        </fig>

</sec>
<?pagebreak page2659?><sec id="Ch1.S4.SS2">
  <title>Basal melting and subglacial hydrology</title>
      <p id="d1e1495">Increases in subglacial water pressure could contribute to lower basal shear
stress and higher basal sliding at the base of the FG, potentially through
the positive hydrology feedback mentioned earlier. That feedback mechanism
can be summarized simply: a general acceleration of glacier flow (e.g. due to a backstress reduction from ice shelf collapse or unpinning
from a sticky spot) can lead to increased basal sliding in regions where the
basal shear stress almost remains unchanged (e.g. in the FG trunk
above the downstream basin; Fig. 3a–c). This increases friction heating and
basal meltwater generation, which – as suggested by Hoffman and
Price (2014) – may increase the effective basal water pressure downstream,
thereby increasing sliding speeds (Gladstone et al., 2014; Hoffman and
Price, 2014). Since the reduction of effective pressure is the key process
enhancing sliding, this positive feedback is dependent on a positive
feedback of meltwater generation to water pressure. This dependence can
break down when there is sufficient basal water to generate efficient
drainage channels (Schoof, 2010). However, such efficient
channelization in the subglacial hydrologic system is typically associated
with seasonal surface meltwater pulses reaching the bed
(Dunse et al., 2012), a process that is not expected to
occur for Fleming Glacier (Rignot et al., 2005).</p>
      <p id="d1e1498">Basal meltwater arises from two main sources in polar regions: either
surface meltwater draining into the subglacial hydrologic system via
crevasses or moulins or in situ melting at the bed (Banwell et al., 2016;
Dunse et al., 2015; Hoffman and Price, 2014). However, the amount of surface
meltwater in the WIS–FG region is not thought to be sufficient to percolate
to the base (Rignot et al., 2005), so we take basal melting due
to the friction heat and geothermal heat flux as the only source of
subglacial water. The geothermal heat flux in the fast-flowing regions of
our study area (Fox Maule et al., 2005) is 2 orders of magnitude
smaller than the friction heating at the base, leaving friction heating as
the dominant factor in generating basal meltwater.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5" specific-use="star"><caption><p id="d1e1503"><bold>(a)</bold> The hydraulic potential in 2008 and <bold>(b)</bold> the
submarine bedrock elevation (m a.s.l.). In both figures the dense contours
represent the hydraulic potential with a spacing of 20 m (black solid lines).
The white dotted line represents the deduced grounding line in 2014 from Friedl
et al. (2018). The white solid lines represent the 2008 surface speed contours
of 100, 1000, and 1500 m yr<inline-formula><mml:math id="M80" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>.</p></caption>
          <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://tc.copernicus.org/articles/12/2653/2018/tc-12-2653-2018-f05.jpg"/>

        </fig>

      <p id="d1e1529">To explore the potential subglacial water sources and the likely flow
directions, we plot the frictional heating in both 2008 and 2015 (Fig. 4a
and b), the basal temperature relative to the pressure melting point for both
epochs (Fig. 4d and e), and the contours of hydraulic potential in 2008
(<inline-formula><mml:math id="M81" display="inline"><mml:mi mathvariant="normal">Φ</mml:mi></mml:math></inline-formula>; Fig. 5). Friction heating due to sliding at the bed
(Fig. 4a and b) provides a basal meltwater source where ice is at pressure
melting point, which is the case for the fast-flowing regions of the FG (see
the basal temperature relative to the pressure melting point in Fig. 4d
and e), while the gradient of the hydraulic potential (Fig. 5) indicates likely
water flow paths at the ice–bed interface. The hydraulic potential evolves
between 2008 and 2015 due to the changes in surface elevation (Fig. 2a) in
Eq. (5), but this does not appreciably change the pattern of subglacial water
flow. The frictional heat generated at the base is high where both<?pagebreak page2660?> basal
shear stress and basal sliding velocities are high. The modelled friction
heating in both 2008 and 2015 (Fig. 4a and b) extends as far as the upstream
basin under the FG, indicating high basal melt rates in this region (a heat
flux of 1 W m<inline-formula><mml:math id="M82" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> could melt ice at the rate of 0.1 m yr<inline-formula><mml:math id="M83" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in
regions at the pressure melting temperature). The highest friction heating
is generated over the bedrock rise between the FG upstream and downstream
basins, where the most meltwater will be produced and this will be routed
towards the downstream basin given the gradient of hydraulic potential in
this region (Fig. 5b). Hence it is a major source of basal water for the
downstream basin. This could explain the low basal friction downstream,
while the increase in heating between 2008 and 2015 (Fig. 4c) could further
enhance the basal sliding in the fast-flowing regions, contributing to the
observed accelerations. Both the hydraulic potential and frictional heating
could help to understand the mechanism behind the rapid acceleration and
surface draw-down of the FG, which is further discussed in Sect. 5.</p>
</sec>
<sec id="Ch1.S4.SS3">
  <title>Height above buoyancy</title>
      <p id="d1e1569">We compute the height above buoyancy, <inline-formula><mml:math id="M84" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula>, for 2008 and 2015 for the
FG based on Eq. (6) with a sea level of 15 m (Fig. 6a and b). To allow for
the over- or under-estimation of <inline-formula><mml:math id="M85" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> owing to uncertainties from the
topography data, ice thickness, ice density and the sea level applied above,
we suggest that the areas where <inline-formula><mml:math id="M86" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula> m might be floating while including
areas where <inline-formula><mml:math id="M87" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub><mml:mo>&gt;</mml:mo><mml:mo>-</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula> m in Fig. 6.</p>
      <p id="d1e1626">In 2008 a low height above buoyancy (Fig. 6a) is only found near the
1996 grounding line position in the downstream basin, which indicates that
ungrounding of the main FG may not have started or only just commenced in 2008.
In 2015, the area close to flotation with <inline-formula><mml:math id="M88" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula> m
(taken as an upper limit) expanded, reaching about 9 km upstream
(magenta lines in Fig. 6b), which broadly coincides with the estimated
grounding line in 2014 (Friedl et al., 2018) except for an
almost encircled patch with slightly higher <inline-formula><mml:math id="M89" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> (20–30 m). The
implications of the different <inline-formula><mml:math id="M90" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> from 2008 and 2015 are a small FG
grounding line retreat from 1996 to 2008 but significant retreat from 2008
to 2015. Uncertainty in the predicted grounding line in 2015 is significant,
but a new position <inline-formula><mml:math id="M91" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">9</mml:mn></mml:mrow></mml:math></inline-formula> km upstream is likely.</p>
      <p id="d1e1676">In addition to the main branch of the FG, its southern branch and the PG
also show an expansion of the region in which <inline-formula><mml:math id="M92" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> is close to zero,
which indicates possible grounding line retreat. However, the DEM2015 used
to compute <inline-formula><mml:math id="M93" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> has large uncertainties in the southern branch of FG
and PG, since the surface lowering in DEM2015 for those regions could be
artefacts due to the lack of observations as mentioned above (see inset map
in Fig. 2a and Zhao et al., 2017). Therefore, it is hard to
determine the current grounding line locations for those two glaciers.</p>
      <p id="d1e1701">Changes in <inline-formula><mml:math id="M94" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> from 2008 to 2015 suggest the creation of an
ungrounded area consistent with the area of very low modelled basal shear
stress shown in Fig. 3a and b. This change in area close to floating,
defined by <inline-formula><mml:math id="M95" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula> m, constitutes additional evidence
supporting the hypothesis of rapid grounding line retreat over 2008 to 2015
and the likely grounding line positions of the FG in both epochs.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6" specific-use="star"><caption><p id="d1e1733">The height above buoyancy <inline-formula><mml:math id="M96" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> in <bold>(a)</bold> 2008 and <bold>(b)</bold> 2015
of the Fleming Glacier and Prospect Glacier. The background images are from
<bold>(a)</bold> ASTER L1T data in 2 February 2009 and <bold>(b)</bold> Landsat-8 in
13 January 2016, respectively. The black lines represent velocity contours
in 2008 (Rignot et al., 2011b). The dashed black and blue lines show the
grounding line in 1996 (Rignot et al., 2011a) and 2014 (Friedl et al., 2018),
respectively. The dashed magenta line shows the possible grounding line with
<inline-formula><mml:math id="M97" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula> m. Inset map shows the location in the research domain with blue
points showing the available elevation data points used to extract the
hypsometric model of elevation change from 2008 to 2015 (Zhao et al., 2017).</p></caption>
          <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://tc.copernicus.org/articles/12/2653/2018/tc-12-2653-2018-f06.jpg"/>

        </fig>

</sec>
</sec>
<sec id="Ch1.S5">
  <title>Discussions</title>
      <p id="d1e1788">The sticky spots of high basal shear stress near the terminus of the FG in
2008 might be artefacts, but the possibility that this high friction area is
a real feature due to some pinning points is not excluded. If the high basal
resistance spots are artefacts, ungrounding of this region in early 2008 is
less viable as an explanation for an abrupt increase in ice flow speed,
since the loss of backstress would be more gradual. In this case, positive
feedbacks, such as the marine ice<?pagebreak page2661?> sheet instability or the subglacial
hydrology feedback, are even more likely to explain the FG's recent
behaviour. If the sticky spots are real features, the implication is that the
ice front was at least partly grounded in early 2008. This interpretation is
consistent with the relatively high bedrock topography near the ice front
compared to upstream (Fig. 1c). Friedl et al. (2018) proposed
that the grounding line of the FG after January–April 2008 must have been located
upstream of the 1996 grounding line from their interpretation of abrupt
surface acceleration detected around the same period. This is also confirmed
by the fact that the glacier front had retreated behind the 1996 grounding
line during the acceleration phase (Friedl et al., 2018).
However, it is possible that this grounding line retreat occurred after
January 2008, when our DEM2008 was acquired. The analysis of height above buoyancy
for DEM2008 and inferred basal shear stress in 2008 support the main FG
being grounded close to the ice front and hence near the 1996 grounding line
location. Given the uncertainties of grounding line position in 1996
(several kilometres) (Rignot et al., 2011a) and uncertainty about
interpreting the frontal high basal friction area in this study, the exact
grounding line position in January 2008 is somewhat uncertain. Improved bed
topography–ice thickness data and accurate historic ice front position are
necessary to interpret the precise grounding line position in 2008. Detailed
bathymetry of the relevant location might become available if the ice front
of the FG retreats in future.</p>
      <p id="d1e1791">The disappearance of the inferred high basal shear region (possible physical
pinning points) near the FG front between 2008 and 2015 is a possible
trigger for the sudden acceleration and increased surface lowering of the FG
during this period. The increased flux of ice, combined with the changed
glacier geometry, suggests the substantial grounding line retreat, which
agrees with two recent studies (Friedl et al., 2018; Walker and Gardner,
2017). The timing of the acceleration, which occurred in January–April 2008
(Friedl et al., 2018), suggests that the loss of this basal
resistance occurred shortly after the first epoch we analysed (January 2008).
Given the low basal friction already present over most of the downstream
basin (a possible cavity proposed by Friedl et al., 2018),
one would expect the loss of the localized friction near the ice front to
promptly result in an increase in velocity over the entire low-friction
region. This is consistent with the near-uniform increase in velocity in
April 2008 for a region 4–10 km upstream of the 1996 grounding line reported by
Friedl et al. (2018).</p>
      <p id="d1e1794">For a glacier lying on a retrograde slope in a deep trough, the grounding
line may be vulnerable to rapid retreat without any further change in
external forcing, once its geometry crosses a critical threshold, which is
the marine ice sheet instability hypothesis (e.g. Mercer, 1978; Thomas
and Bentley, 1978; Weertman, 1974). A similar theory has been proposed on
the prospective rapid retreat of Jakobshavn Isbræ in West Greenland
without any trigger after detaching from a pinning point
(Steiger et al., 2017). The FG grounding line in early
2008 may have experienced a retreat after moving across the geometric
pinning points near the front, and then retreated further to the position
about 9 km upstream in the FG downstream basin by 2015. This has been proven
by Friedl et al. (2018), and they also suggested that a
further stage of grounding line retreat of the FG may have happened between
March 2010 and early 2011. A similar ungrounding process has been detected in
the Thwaites, Smith and Pine Island glaciers from 1996 to 2011 (Rignot et al., 2014).</p>
      <p id="d1e1797">The current grounding line of the FG (Friedl et al., 2018)
appears to be on the prograde slope of the bedrock high<?pagebreak page2662?> between the FG
downstream and upstream basins. With the establishment of an ocean cavity
under the new ice shelf we can expect that ocean-warming-driven basal
melting will further modify the thickness of the recently ungrounded ice. If
the system remains out of balance and continues to thin, the grounding line
could eventually move across this bed obstacle. If this occurs, the
grounding line is then likely to retreat rapidly down the retrograde face of
the FG upstream basin, likely to be accompanied by further glacier speed-up
and dynamic thinning.</p>
      <p id="d1e1801">Walker and Gardner (2017) attribute the significant increase
in observed ice velocity and drop in surface elevation from 2008 to 2015 to
increased calving front melting caused by incursion of relatively warm
Circumpolar Deep Water (CDW). The CDW flows onto the continental shelf
within the Bellingshausen Sea, penetrating into Marguerite Bay, driven by
changes in regional wind patterns resulting from global atmospheric
circulation changes (Walker and Gardner, 2017).
Friedl et al. (2018) also explain both the unpinning from the
1996 grounding line position in 2008 and further landward migration of the
grounding line in 2010–2011 with the same mechanism, namely the increased
basal melting due to ocean warming. This explanation appears consistent with
the finding that the acceleration, retreat, and thinning of outlet glaciers
in the Amundsen Sea embayment (ASE) are triggered by the inflow of warm CDW
onto its continental shelf and into sub-ice-shelf cavities
(Turner et al., 2017). However, the floating parts of the FG
remained negligible in 2008 as indicated in Sect. 4.3 (Fig. 6a). The speed-up
and ungrounding occurring in the ASE glaciers was a direct response to
significant loss of buttressing caused by ice shelf thinning and
grounding-line retreat (Turner et al., 2017). When the CDW
incursions started in the ASE, the floating parts of ASE glacier systems
were much larger than the residual ice shelf of the Fleming system in 2008.
After the recent changes the newly floating region of the FG had an area of
<inline-formula><mml:math id="M98" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">60</mml:mn></mml:mrow></mml:math></inline-formula> km<inline-formula><mml:math id="M99" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>, based on the estimated 2014 grounding line from
Friedl et al. (2018) and the 2016 ice front position in this
study, which is consistent with our height above buoyancy analysis for 2015
(Fig. 6b). So, significant buttressing reduction is not likely to have
occurred on the FG during the rapid acceleration of 2008, but further
changes to the FG after 2015 may resemble ASE glacier and ice shelf systems
more closely. No direct measurements are available to confirm the direct
effect of the frontal or basal melting on the FG grounding zone over this
period, nor have previous studies attempted to quantify the amount of
melting required to drive significant FG grounding line retreat. The
ocean-driven basal melting at the ice shelf front or base may have
contributed to grounding line retreat, or the reduction of the frontal high
basal shear zone, but establishing this as the main cause would require
further quantification of the cause–effect link.</p>
      <p id="d1e1823">Ongoing thinning as a result of backstress reduction following the collapse
of the WIS is another possible cause of the recent ungrounding. The WIS
evolved from an embayment-wide ice shelf in 1966 to smaller individual
remnant ice shelves in 1997 (Fig. 1b) (Cook and
Vaughan, 2010; Wendt et al., 2010). The floating part of the FG in
particular was in the form of an ice tongue in 1997 (Cook and
Vaughan, 2010) and as such would likely have imposed much lower backstress
on the grounded part. Point measurements indicate that the FG accelerated by
40 %–50 % between 1974 and 1996 (Doake, 1975; Rignot et al., 2005). If
this acceleration was a response to loss of buttressing, the FG system may
have been out of equilibrium and losing mass since before 1996. If the
increased velocity in response to shelf collapse was maintained over time,
maintaining persistent thinning, eventual ungrounding of the bedrock high
where the 1996 grounding line was located, would occur independently of
ocean-induced increased shelf melt. The recent accelerations and enhanced
thinning (Friedl et al., 2018; Gardner et al., 2018; Walker and Gardner,
2017) may indicate an ongoing response to the WIS collapse, amplified by
positive feedbacks within the FG system.</p>
      <p id="d1e1826">Rapid sliding at the base is dependent on the presence of a sub-glacial
hydrologic system. Evidence suggests that increased basal water supply could
accelerate basal motion of both mountain glaciers (Bartholomaus et al., 2008) and ice sheets
(Hoffman et al., 2011), presumably by changing the
subglacial water pressure or bed contact, and further contribute to
grounding line retreat of marine-based glaciers. Jenkins (2011) has
also suggested that subglacial water emerging at the grounding line can
enhance local ice shelf basal melt rates by initiating buoyancy-driven plumes
in the ocean cavity. The rapid sliding and high friction heating in the
upstream FG (Fig. 4a and b), together with the direction of the hydraulic
potential gradient (Fig. 5), provide evidence for an extensive active
hydrologic system beneath the FG, which might already have been enhanced by
the previous significant WIS collapse that occurred before 2008.</p>
      <p id="d1e1829">High basal friction heating in the fast-flowing regions of the FG is the
main source of meltwater flowing into the FG downstream basin. It is also
clear that the friction heating in 2015 was greater than in 2008 in the
upstream basin (Fig. 4c), with the increase in basal meltwater production
peaking over the bedrock rise between the downstream and upstream basins
(see Sect. S2 and Fig. S4). The plateaus in hydraulic potential in both
downstream and upstream basins of the FG (Fig. 5b) suggest the possibility
that basal water may accumulate in those regions, or at least show a low
throughput. The downstream plateau appears to be fed by a large frictional
heat source over the ridge between the downstream and upstream basins in
addition to flow from further inland, while the upstream plateau appears to
be fed by an extensive upstream region of basal melting. There might have been some
pooling of water in those plateaus in 2008, but the inferred basal shear
stress (Fig. 3a) and the height above buoyancy (Fig. 6a) indicate that those
regions should still remain grounded. According to our hydraulic<?pagebreak page2663?> potential
calculations (Fig. 5b), outflow from the upstream plateau region is likely
to be predominantly in the direction of the downstream basin, but future
outflow across the shallow saddle in hydraulic potential towards the
southern branch of the FG cannot be ruled out, since the evolution of the
potential responds to the changing elevation (Fig. 2a) as discussed above.</p>
      <p id="d1e1832">The further abrupt speed-up events that occurred in 2010–2011 reported by
Friedl et al. (2018) could have several potential causes in
addition to the previously proposed mechanism of a direct response to
ocean-induced melting (Walker and Gardner, 2017). One
possibility is an outburst of subglacial water from the upstream basin after
building up over years to decades in response to increased sliding and
friction heating and progressive lowering of the ice surface. Another
possibility is local unpinning near the retreating grounding line:
ungrounding from pinning points may cause a step reduction in basal
resistance. This unpinning could be a feature of ongoing thinning in
response to WIS collapse, as discussed above. Another possible cause could
be a positive feedback in the subglacial hydrologic system – rapid change
may result from the direct feedback between changes in sliding speed,
friction heat and basal water production, as discussed in Sect. 4.2.</p>
      <p id="d1e1835">The height above buoyancy is an indicator of the vulnerability of
marine-based grounded ice to dynamic thinning and acceleration. The area
with <inline-formula><mml:math id="M100" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">20</mml:mn></mml:mrow></mml:math></inline-formula> m in 2015 has shown that
the downstream basin is currently ungrounding, and this may continue until
the grounding line finds a stable position on the prograde slope separating
the two major basins. More thinning would be needed to destabilize the
upstream basin, and it is hard to estimate how much forcing would be needed
to push the grounding line into the upstream basin boundary. If the
retrograde slope of the upstream basin is reached, further rapid and
extensive grounding line retreat would be expected. A clear decrease can be
seen in <inline-formula><mml:math id="M101" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> from 2008 (red in Fig. 6a) to 2015
(dark red in Fig. 6b) in the upstream basin (around the 2008 velocity
contour of 1000 m yr<inline-formula><mml:math id="M102" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>), indicating the potential vulnerability of the
FG to continued ice mass loss. The surface lowering rate between 2008 and 2015
in this region is <inline-formula><mml:math id="M103" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">4.6</mml:mn></mml:mrow></mml:math></inline-formula> m yr<inline-formula><mml:math id="M104" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> (Zhao
et al., 2017). If this thinning rate continues, the ice in regions with
<inline-formula><mml:math id="M105" display="inline"><mml:mrow><mml:msub><mml:mi>Z</mml:mi><mml:mo>*</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula>  of 200–300 m would be expected to unground in
<inline-formula><mml:math id="M106" display="inline"><mml:mrow><mml:mo>∼</mml:mo><mml:mn mathvariant="normal">45</mml:mn></mml:mrow></mml:math></inline-formula>–65 years. This could take a longer or shorter period
since the future thinning rate cannot be expected to remain constant.</p>
      <p id="d1e1921">In the absence of precise and accurate knowledge of bed topography and ice
shelf/stream basal processes, the cause of the recent FG ungrounding cannot
be determined. Further research is necessary to better understand the
interplay of a range of possible mechanisms.</p>
</sec>
<sec id="Ch1.S6" sec-type="conclusions">
  <title>Conclusions</title>
      <p id="d1e1930">We used a full-Stokes ice dynamics model (Elmer/Ice) at high spatial
resolution to estimate the basal shear stress, temperature and friction
heating of the Wordie Ice Shelf–Fleming Glacier system in 2008 and 2015.
Both increased surface velocity and surface lowering during this period are
important for the calculation of basal shear stress.</p>
      <p id="d1e1933">Decreased basal friction from 2008 to 2015 in the Fleming Glacier downstream
basin indicates significant grounding line retreat, consistent with change
in the suggested floating area based on the geometry in 2015 and the deduced
grounding line in 2014 from Friedl et al. (2018). Grounding
line retreat also occurred on the southern branch of the FG. Our height
above buoyancy calculations also indicate the FG downstream basin was close
to flotation in 2015 and is vulnerable to continued ice thinning and acceleration.</p>
      <p id="d1e1936">Pronounced basal melting driven by oceanic warming in Marguerite Bay may
have triggered the ungrounding of the Fleming Glacier front in early 2008,
as previously suggested by Walker and Gardner (2017) and Friedl et al. (2018), but ongoing thinning following the
collapse of Wordie Ice Shelf may also provide an explanation. In either
case, feedbacks in the subglacial hydrologic system may be a significant
factor in reducing basal shear stress, leading to rapid increases in basal
sliding and ongoing ungrounding. The derived basal shear stress
distributions suggest a major influence could have been the ungrounding of
some sticky spots of higher basal shear near the ice front of the main
Fleming Glacier, as basal friction under most of the region considered
afloat by 2015 was already low in 2008 (a possible subglacial cavity).</p>
      <p id="d1e1939">The marine-based portion of the Fleming Glacier extends far inland. It is
not clear whether grounding line retreat into the Fleming Glacier upstream
basin will occur without further forcing. Transient simulations with
improved knowledge of bed topography are necessary to predict the movement
of the grounding line and how long it will take to achieve a new stable
state. Coupled ice sheet ocean modelling will be required to explore the
evolution of the ice shelf melting and impact of buttressing from the
remaining and new ice shelf on the grounded glacier. Future studies of the
dynamic evolution of the Fleming Glacier system will enhance our
understanding of its vulnerability to marine ice sheet instability and
provide projections of its future behaviour.</p>
</sec>

      
      </body>
    <back><notes notes-type="dataavailability">

      <p id="d1e1946">This work is based on data services provided by the UNAVCO
Facility with support from the National Science Foundation (NSF) and National
Aeronautics and Space Administration (NASA) under NSF cooperative agreement
no. EAR-0735156. The ASTER L1T data product was retrieved from <uri>https://lpdaac.usgs.gov/data_access/data_pool</uri> (NASA LA DAAC, 2015),
maintained by the NASA EOSDIS Land Processes Distributed Active Archive Center
(LP DAAC) at the USGS/Earth Resources Observation and Science
(EROS) Center, Sioux Falls, South Dakota, USA.</p>
  </notes><app-group>
        <supplementary-material position="anchor"><?pagebreak page2664?><p id="d1e1952">The supplement related to this article is available online at: <inline-supplementary-material xlink:href="https://doi.org/10.5194/tc-12-2653-2018-supplement" xlink:title="pdf">https://doi.org/10.5194/tc-12-2653-2018-supplement</inline-supplementary-material>.</p></supplementary-material>
        </app-group><notes notes-type="authorcontribution">

      <p id="d1e1961">CZ collected the datasets, ran the simulations, and drafted
the paper. All authors contributed to the refinement of the experiments, the
interpretation of the results and the final manuscript.</p>
  </notes><notes notes-type="competinginterests">

      <p id="d1e1967">The authors declare that they have no conflict of interest.</p>
  </notes><ack><title>Acknowledgements</title><p id="d1e1973">Chen Zhao is a recipient of an Australian Government Research Training
Program Scholarship and Quantitative Antarctic Science Program Top-up
Scholarship. Rupert Gladstone is funded by the European Union Seventh
Framework Programme (FP7/2007-2013) under grant agreement number 299035 and by
Academy of Finland grant number 286587. Matt A. King is a recipient of an
Australian Research Council Future Fellowship (project number FT110100207)
and is supported by the Australian Research Council Special Research
Initiative for Antarctic Gateway Partnership (Project ID SR140300001). Thomas
Zwinger's contribution has been covered by the Academy of Finland grant
number 286587. This work was supported by the Australian Government's
Business Cooperative Research Centres Program through the Antarctic Climate
and Ecosystems Cooperative Research Centre (ACE CRC). This research was
undertaken with the assistance of resources and services from the National
Computational Infrastructure (NCI), which is supported by the Australian
Government. We thank Alex S. Gardner for providing the velocity dataset for 2015.
We thank E. Rignot, J. Mouginot, and B. Scheuchl for making their SAR
velocities publicly available. We thank Yongmei Gong for advice on the
analysis of hydraulic potential. SPOT 5 images and DEMs were provided by the
International Polar Year SPIRIT project (Korona et al.,
2009), funded by the French Space Agency (CNES). <?xmltex \hack{\newline}?><?xmltex \hack{\newline}?>
Edited by: Benjamin Smith <?xmltex \hack{\newline}?>
Reviewed by: three anonymous referees</p></ack><ref-list>
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    <!--<article-title-html>Basal friction of Fleming Glacier, Antarctica  – Part 2: Evolution from 2008 to 2015</article-title-html>
<abstract-html><p>The Wordie Ice Shelf–Fleming Glacier system in the southern Antarctic
Peninsula has experienced a long-term retreat and disintegration of its ice
shelf in the past 50 years. Increases in the glacier velocity and dynamic
thinning have been observed over the past two decades, especially after 2008
when only a small ice shelf remained at the Fleming Glacier front. It is
important to know whether the substantial further speed-up and greater
surface draw-down of the glacier since 2008 is a direct response to ocean
forcing, or driven by feedbacks within the grounded marine-based glacier
system, or both. Recent observational studies have suggested the
2008–2015 velocity change was due to the ungrounding of the Fleming Glacier
front. To explore the mechanisms underlying the recent changes, we use a
full-Stokes ice sheet model to simulate the basal shear stress distribution
of the Fleming system in 2008 and 2015. This study is part of the first high
resolution modelling campaign of this system. Comparison of inversions for
basal shear stresses for 2008 and 2015 suggests the migration of the
grounding line  ∼ 9&thinsp;km upstream by 2015 from the 2008 ice front/grounding
line positions, which virtually coincided with the 1996 grounding line
position. This migration is consistent with the change in floating area
deduced from the calculated height above buoyancy in 2015. The retrograde
submarine bed underneath the lowest part of the Fleming Glacier may have
promoted retreat of the grounding line. Grounding line retreat may also be
enhanced by a feedback mechanism upstream of the grounding line by which
increased basal lubrication due to increasing frictional heating enhances
sliding and thinning. Improved knowledge of bed topography near the grounding
line and further transient simulations with oceanic forcing are required to
accurately predict the future movement of the Fleming Glacier system
grounding line and better understand its ice dynamics and future contribution
to sea level.</p></abstract-html>
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