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  <front>
    <journal-meta>
<journal-id journal-id-type="publisher">ESurf</journal-id>
<journal-title-group>
<journal-title>Earth Surface Dynamics</journal-title>
<abbrev-journal-title abbrev-type="publisher">ESurf</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Earth Surf. Dynam.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">2196-632X</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/esurf-5-239-2017</article-id><title-group><article-title>Self-similar growth of a bimodal laboratory fan</article-title>
      </title-group><?xmltex \runningtitle{Self-similar growth of a bimodal laboratory fan}?><?xmltex \runningauthor{P. Delorme et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Delorme</surname><given-names>Pauline</given-names></name>
          <email>pdelorme@ipgp.fr</email>
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Voller</surname><given-names>Vaughan</given-names></name>
          
        <ext-link>https://orcid.org/0000-0001-8116-1567</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff2">
          <name><surname>Paola</surname><given-names>Chris</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Devauchelle</surname><given-names>Olivier</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Lajeunesse</surname><given-names>Éric</given-names></name>
          
        <ext-link>https://orcid.org/0000-0002-0950-6054</ext-link></contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Barrier</surname><given-names>Laurie</given-names></name>
          
        </contrib>
        <contrib contrib-type="author" corresp="no" rid="aff1">
          <name><surname>Métivier</surname><given-names>François</given-names></name>
          
        </contrib>
        <aff id="aff1"><label>1</label><institution>Institut de Physique du Globe de Paris, Paris – Sorbonne Paris Cité, Université Paris Diderot, Paris, France</institution>
        </aff>
        <aff id="aff2"><label>2</label><institution>Saint Anthony Falls Laboratory, University of Minnesota, Minneapolis, Minnesota, USA</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Pauline Delorme (pdelorme@ipgp.fr)</corresp></author-notes><pub-date><day>8</day><month>May</month><year>2017</year></pub-date>
      
      <volume>5</volume>
      <issue>2</issue>
      <fpage>239</fpage><lpage>252</lpage>
      <history>
        <date date-type="received"><day>3</day><month>November</month><year>2016</year></date>
           <date date-type="rev-request"><day>25</day><month>November</month><year>2016</year></date>
           <date date-type="rev-recd"><day>20</day><month>March</month><year>2017</year></date>
           <date date-type="accepted"><day>11</day><month>April</month><year>2017</year></date>
      </history>
      <permissions>
<license license-type="open-access">
<license-p>This work is licensed under a Creative Commons Attribution 3.0 Unported License. To view a copy of this license, visit <ext-link ext-link-type="uri" xlink:href="http://creativecommons.org/licenses/by/3.0/">http://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions><self-uri xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017.html">This article is available from https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017.html</self-uri>
<self-uri xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017.pdf">The full text article is available as a PDF file from https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017.pdf</self-uri>


      <abstract>
    <p>Using laboratory experiments, we investigate the growth of an
alluvial fan fed with two distinct granular materials. Throughout the growth
of the fan, its surface maintains a radial segregation, with the less mobile
sediment concentrated near the apex. Scanning the fan surface with a laser,
we find that the transition between the proximal and distal deposits
coincides with a distinct slope break. A radial cross section reveals that
the stratigraphy records the signal of this segregation. To interpret these
observations, we conceptualize the fan as a radially symmetric structure that
maintains its geometry as it grows. When combined with slope measurements,
this model proves consistent with the sediment mass balance and successfully
predicts the slope of the proximal–distal transition as preserved in the fan
stratigraphy. While the threshold-channel theory provides an
order-of-magnitude estimate of the fan slopes, driven by the relatively high
sediment discharge in our experimental system, the actual observed slopes are
3–5 times higher than those predicted by this theory.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p>When a river leaves a mountain range to enter lowlands, it hits shallow
slopes and loses valley confinement. This abrupt change causes it to deposit
its sedimentary load into an alluvial fan <xref ref-type="bibr" rid="bib1.bibx9 bib1.bibx47 bib1.bibx4 bib1.bibx26 bib1.bibx5" id="paren.1"/>. As the river builds this sedimentary structure, its bed
rises above the surrounding land, and its channel becomes unstable. At this
point, either the river erodes its banks to migrate laterally, or, during a
large flood event, it overflows, and in a process referred to as
“avulsion”, establishes a new course for its channel
<xref ref-type="bibr" rid="bib1.bibx20 bib1.bibx56 bib1.bibx55" id="paren.2"/>. In both cases,
the river constantly explores new paths to fill up hollows in the deposit
surface and preserve its radial symmetry. The resulting deposit acquires the
conical shape which characterizes alluvial fans.</p>
      <p>As the first sedimentary archive along the river's course, an alluvial fan
records the history of its catchment <xref ref-type="bibr" rid="bib1.bibx28" id="paren.3"/>. Indeed, the
geometrical reconstruction of a fan provides an estimate of its volume which,
through mass balance, yields the average denudation rate of the catchment
<xref ref-type="bibr" rid="bib1.bibx32 bib1.bibx30 bib1.bibx31 bib1.bibx24" id="paren.4"/>.
Furthermore, when the river transports multiple grain sizes, it usually
deposits the coarser sediment (gravel) near the fan apex and the finer
sediment (sand) at its toe. This segregation produces a gravel–sand
transition front which moves forward and backward as the fan adjusts to
external forcing. In radial cross section, this series of progradations and
retrogradations appears as a boundary between lithostratigraphic units, a
pattern often interpreted as the signature of tectonic or climatic events
<xref ref-type="bibr" rid="bib1.bibx40 bib1.bibx14 bib1.bibx10 bib1.bibx63 bib1.bibx18" id="paren.5"/>.</p>
      <p>To interpret the morphology and stratigraphy of an alluvial fan, we need to
understand how it translates the input signal (e.g., water and sediment
discharges) into its own geometry (e.g., its size, downstream slope, and
stratigraphy). For instance, <xref ref-type="bibr" rid="bib1.bibx17" id="text.6"/> observed that the lower
the water discharge <inline-formula><mml:math id="M1" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, the steeper the fan slope. More recent
observations point to the influence of the sediment discharges <inline-formula><mml:math id="M2" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>
on the slope, often in the form of the ratio <inline-formula><mml:math id="M3" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. In
general, the slope steepens when this ratio increases
<?xmltex \hack{\mbox\bgroup}?><xref ref-type="bibr" rid="bib1.bibx44 bib1.bibx45" id="paren.7"/><?xmltex \hack{\egroup}?>. At first sight, the
shape of an alluvial fan is well approximated by a cone, but a closer look
often reveals a steeper slope near the apex <xref ref-type="bibr" rid="bib1.bibx33 bib1.bibx3 bib1.bibx5 bib1.bibx37" id="paren.8"/>. Possible
explanations for this include the decrease in sediment discharge caused by
deposition (transport hypothesis) or the downstream fining of the sediment
(threshold hypothesis) <xref ref-type="bibr" rid="bib1.bibx6 bib1.bibx50 bib1.bibx58 bib1.bibx37" id="paren.9"/>. In practice, the variations in
grain size, slope and sediment discharge along a fan are correlated. When the
sediment is broadly distributed in size, these variations are smooth, whereas
a bimodal distribution generates a segmented fan
<xref ref-type="bibr" rid="bib1.bibx8 bib1.bibx65" id="paren.10"/>.</p>
      <p>Only seldom do field measurements allow us to separate the various parameters
affecting the morphology of a fan, making it difficult to isolate their
respective influence. One way around this problem is to use laboratory
experiments, where small alluvial fans can be easily produced under
well-controlled conditions <xref ref-type="bibr" rid="bib1.bibx51 bib1.bibx43 bib1.bibx42 bib1.bibx13" id="paren.11"/>. When water and sediment are
injected onto the bottom of a tank, a deposit spontaneously forms around its
inlet. The formation of this deposit is remarkably similar to that of natural
fans; in particular, a network of migrating and avulsing channels radially distributes the sediment across the fan surface. As the forcing parameters vary,
the deposit responds by adjusting its morphology. <xref ref-type="bibr" rid="bib1.bibx39" id="text.12"/>,
for example, showed that a base level fall induces upstream channel
entrenchment, terrace abandonment, and fan progradation.</p>
      <p>The sediment discharge <inline-formula><mml:math id="M4" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> determines the growth rate of an experimental
fan. Indeed, mass balance requires that the fan volume increase in proportion
to the sediment input. Thus, as a consequence of the symmetry, the radius of
the fan increases as <inline-formula><mml:math id="M5" display="inline"><mml:mrow><mml:mo>(</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mi>t</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mfrac><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">3</mml:mn></mml:mfrac></mml:msup></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math id="M6" display="inline"><mml:mi>t</mml:mi></mml:math></inline-formula> is the time elapsed since the
beginning of the experiment <xref ref-type="bibr" rid="bib1.bibx46 bib1.bibx48" id="paren.13"/>.
Avulsions occur more frequently as the sediment discharge increases, showing
that the internal dynamics of an experimental fan adjusts to the forcings
<xref ref-type="bibr" rid="bib1.bibx7 bib1.bibx2 bib1.bibx12 bib1.bibx48" id="paren.14"/>. This
adjustment allows the fan to maintain its conical shape, which, at first order
and for a single grain size, is characterized by its slope only.</p>
      <p>Even in simplified experiments (constant inputs, single grain size), there is
no clear consensus about the mechanism by which a fan selects its own slope.
Most investigators observed that a low water discharge, a high sediment
discharge, and coarse grains all contribute to a steeper fan
<xref ref-type="bibr" rid="bib1.bibx33 bib1.bibx12" id="paren.15"/>. However, the respective
influence of water and sediment discharges on the slope remains debated.
<xref ref-type="bibr" rid="bib1.bibx62" id="text.16"/>, <xref ref-type="bibr" rid="bib1.bibx59" id="text.17"/>, and
<xref ref-type="bibr" rid="bib1.bibx46" id="text.18"/> hypothesized that the slope is a function of the
dimensionless ratio <inline-formula><mml:math id="M7" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. In contrast, <xref ref-type="bibr" rid="bib1.bibx23" id="text.19"/> propose
that all three parameters act independently. In their experiment, a fan
composed of uniform sediment grows between two parallel plates that confine
it to the vertical plane. They found that the flow maintains the deposit
surface near the threshold of motion. As a result, a lower water discharge
causes the fan to steepen. The sediment discharge perturbs the fan profile
only moderately by steepening the slope in proportion to its intensity. As
the sediment is deposited along the fan, the slope returns to its threshold
value as it approaches the toe, the associated curvature in this process
being proportional to the sediment input.</p>
      <p>Accordingly, the downstream curvature of an alluvial fan composed of uniform
sediment can be interpreted as a signature of spatial variation in sediment
transport. However, one can wonder what happens when the fan is composed of
nonuniform sediment? When the grain size is broadly distributed, downstream
fining can also affect the fan profile. This phenomenon occurs in flume
experiments, where large grains concentrate near the inlet
<xref ref-type="bibr" rid="bib1.bibx41 bib1.bibx57" id="paren.20"/>. In the experiment of
<xref ref-type="bibr" rid="bib1.bibx48" id="text.21"/>, the fan builds its upper part out of large
grains, and deposits the smaller ones near its toe. Consequently, the
proximal slope is significantly steeper than the distal one, a signal whose
form is similar to the curvature induced by deposition. We should also expect
that this segregation would appear in the fan's stratigraphy, a process
that, to our knowledge, has not been previously investigated in laboratory
experiments.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1" specific-use="star"><caption><p>Experimental setup. <bold>(a)</bold> Front-view picture.
<bold>(b)</bold> Top-view representation.</p></caption>
        <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f01.pdf"/>

      </fig>

      <p>Here, we investigate the impact of a bimodal sediment on the morphology and
stratigraphy of an alluvial fan. To do so, we generate a laboratory fan fed
with a mixture of two granular materials (Sect. <xref ref-type="sec" rid="Ch1.S2"/>). Our
experiment generates a segregated deposit, similar to the laboratory fan of
<xref ref-type="bibr" rid="bib1.bibx48" id="text.22"/>. We first analyze its morphology, describing
the growth of each part of the deposit independently . We then relate the
spatial distribution of the sediment to the proximal and distal slopes
(Sect. <xref ref-type="sec" rid="Ch1.S3"/>). Based on these observations, and appealing to
the threshold-channel theory, we propose a geometrical model to describe the
fan deposit (Sect. <xref ref-type="sec" rid="Ch1.S4"/>).</p>
</sec>
<sec id="Ch1.S2">
  <title>Experimental setup</title>
      <p>Producing experimental alluvial fans has become common in geomorphology
<xref ref-type="bibr" rid="bib1.bibx51 bib1.bibx7 bib1.bibx62 bib1.bibx2 bib1.bibx59 bib1.bibx12 bib1.bibx46 bib1.bibx48 bib1.bibx13" id="paren.23"/>. Here, we use a setup similar to that of, for example,
<xref ref-type="bibr" rid="bib1.bibx62" id="text.24"/> to generate a radially symmetric fan over a
horizontal basal surface (Fig. <xref ref-type="fig" rid="Ch1.F1"/>). In our experiments,
however, a bimodal sediment mixture allows the fan to form a segregated
deposit, visualized by color.</p>
      <p>The tank we use to produce alluvial fans is 2 m wide, and more than
5 m long. Its bottom is covered with a black rubber tarpaulin. At the back
of the tank, a 30 cm high, vertical wall simulates the mountain front
against which the fan leans. To prevent flow concentrations, large pebbles
(<inline-formula><mml:math id="M8" display="inline"><mml:mo>∼</mml:mo></mml:math></inline-formula> 5 cm) are placed along the base of this back wall. The three other
sides are bounded by trenches to evacuate water (Fig. <xref ref-type="fig" rid="Ch1.F1"/>). It
is noted that, even with these trenches, the surface tension maintains a
0.5 cm deep sheet of water over the base of the tank. Assuming that this
standing water affects only the base of the fan, we find that it represents
less than 1 % of its volume. Based on this simple calculation, we hereafter
neglect its influence in our analysis and interpretation.</p>
      <p>To ensure constant inputs of water and sediment into the experiment, we use a
constant-head tank to supply the water, and an Archimedes screw to supply the
grains. The fluxes of water and sediment merge in a funnel, which directs
them toward the tank. Before reaching the fan, water and sediment flow
through a 10 cm wide, wire-mesh cylinder filled with pebbles. This device
reduces the water velocity and homogenizes the mixture
(Fig. <xref ref-type="fig" rid="Ch1.F1"/>).</p>
      <p>The mixture we used is composed of black coal and white silica grains, the
colors of which are easily distinguished. The coal grains are larger and
lighter than the silica grains (Table <xref ref-type="table" rid="Ch1.T1"/>). To quantify the
mobility of these grains, we measure their respective transport laws in
independent experiments (Appendix <xref ref-type="sec" rid="App1.Ch1.S1"/>). We find that both
transport laws – that for pure coal and that for pure silica – exhibit an unambiguous
threshold below which there is no transport (Fig. <xref ref-type="fig" rid="Ch1.F2"/>). This threshold
is about 0.34 N m<inline-formula><mml:math id="M9" 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> for coal and 0.52 N m<inline-formula><mml:math id="M10" 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> for
silica. Beyond this threshold, the sediment flux appears proportional to the
distance to threshold, with a proportionality constant of 2.4 <inline-formula><mml:math id="M11" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 10<inline-formula><mml:math id="M12" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> m<inline-formula><mml:math id="M13" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<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> for coal and 4.8 <inline-formula><mml:math id="M15" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 10<inline-formula><mml:math id="M16" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> m<inline-formula><mml:math id="M17" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<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 silica.
As a result, the same shear stress <inline-formula><mml:math id="M19" display="inline"><mml:mi mathvariant="italic">τ</mml:mi></mml:math></inline-formula> induces a larger flux of coal than
silica, at least when the two species are unmixed. In other words, despite
their larger size, the coal grains are more mobile than the silica ones.
This, of course, is due to the first being lighter than the latter. To formalize
this density-induced reversal of mobility, we need to introduce the Shields
parameter <inline-formula><mml:math id="M20" display="inline"><mml:mi mathvariant="italic">θ</mml:mi></mml:math></inline-formula>, which is the ratio of the shear stress over the grain's
weight <xref ref-type="bibr" rid="bib1.bibx54" id="paren.25"/>:
<?xmltex \hack{\newpage}?></p>
      <p><disp-formula id="Ch1.E1" content-type="numbered"><mml:math id="M21" display="block"><mml:mrow><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi mathvariant="italic">τ</mml:mi><mml:mrow><mml:mfenced open="(" close=")"><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:mi mathvariant="italic">ρ</mml:mi></mml:mfenced><mml:mi>g</mml:mi><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M22" display="inline"><mml:mi mathvariant="italic">ρ</mml:mi></mml:math></inline-formula> is the density of water, <inline-formula><mml:math id="M23" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the density of
sediment, <inline-formula><mml:math id="M24" display="inline"><mml:mi>g</mml:mi></mml:math></inline-formula> is the acceleration of gravity, and we approximate the grain
size <inline-formula><mml:math id="M25" display="inline"><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> with its median value <inline-formula><mml:math id="M26" display="inline"><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>. For our sediments, the
denominator in Eq. (<xref ref-type="disp-formula" rid="Ch1.E1"/>) is larger for silica than for coal,
indicating that the density difference prevails over grain size to govern the
mobility of our grains. This is in contrast to the experiments of
<xref ref-type="bibr" rid="bib1.bibx48" id="text.26"/>, where the mobility difference is driven by
grain size. When expressing the threshold for transport in terms of the
Shields parameter, we find <inline-formula><mml:math id="M27" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.19</mml:mn></mml:mrow></mml:math></inline-formula> for coal and
<inline-formula><mml:math id="M28" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.25</mml:mn></mml:mrow></mml:math></inline-formula> for silica (Table <xref ref-type="table" rid="Ch1.T1"/>). These values
reinforce the mobility contrast induced by density.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1"><caption><p>Physical characteristics of the sediment. The
measurement method is presented in Appendix <xref ref-type="sec" rid="App1.Ch1.S1"/>. The friction
coefficient <inline-formula><mml:math id="M29" display="inline"><mml:mi mathvariant="italic">μ</mml:mi></mml:math></inline-formula> is the tangent of the angle of repose.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="center"/>
     <oasis:colspec colnum="3" colname="col3" align="center"/>
     <oasis:colspec colnum="4" colname="col4" align="center"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Density</oasis:entry>  
         <oasis:entry namest="col3" nameend="col4">Grain size </oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"><inline-formula><mml:math id="M30" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (kg m<inline-formula><mml:math id="M31" 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>)</oasis:entry>  
         <oasis:entry colname="col3"><inline-formula><mml:math id="M32" display="inline"><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> (<inline-formula><mml:math id="M33" display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>m)</oasis:entry>  
         <oasis:entry colname="col4"><inline-formula><mml:math id="M34" display="inline"><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mn mathvariant="normal">90</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> (<inline-formula><mml:math id="M35" display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>m)</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">Silica</oasis:entry>  
         <oasis:entry colname="col2">2650 <inline-formula><mml:math id="M36" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 50</oasis:entry>  
         <oasis:entry colname="col3">130</oasis:entry>  
         <oasis:entry colname="col4">200</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Coal</oasis:entry>  
         <oasis:entry colname="col2">1500 <inline-formula><mml:math id="M37" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 50</oasis:entry>  
         <oasis:entry colname="col3">400</oasis:entry>  
         <oasis:entry colname="col4">800</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Critical shields</oasis:entry>  
         <oasis:entry namest="col3" nameend="col4">Friction coefficient </oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"><inline-formula><mml:math id="M38" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry namest="col3" nameend="col4"><inline-formula><mml:math id="M39" display="inline"><mml:mi mathvariant="italic">μ</mml:mi></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Silica</oasis:entry>  
         <oasis:entry colname="col2">0.25 <inline-formula><mml:math id="M40" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.02</oasis:entry>  
         <oasis:entry namest="col3" nameend="col4">0.42 <inline-formula><mml:math id="M41" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.04 </oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Coal</oasis:entry>  
         <oasis:entry colname="col2">0.19 <inline-formula><mml:math id="M42" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.008</oasis:entry>  
         <oasis:entry namest="col3" nameend="col4">0.58 <inline-formula><mml:math id="M43" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.04 </oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2"><caption><p><bold>(a)</bold> Cumulative density function of the grain size. Orange:
silica; green: coal. <bold>(b)</bold> Transport laws. Volumetric flux per unit
width, as a function of dimensional shear stress. Dashed lines correspond to
Eq. (<xref ref-type="disp-formula" rid="App1.Ch1.E3"/>) fitted to the data (method in Appendix <xref ref-type="sec" rid="App1.Ch1.S1"/>;
coefficients in Table <xref ref-type="table" rid="Ch1.T1"/>).</p></caption>
        <?xmltex \igopts{width=199.169291pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f02.pdf"/>

      </fig>

      <p>When different grains are mixed, the shear stress exerted on each species
depends on the mixture composition
<xref ref-type="bibr" rid="bib1.bibx64 bib1.bibx29" id="paren.27"/>. The shear stress required to
move the larger grains in a mixture is lower than for large grains alone because the smaller ones cause them to protrude into the fluid. Conversely,
small grains in a mixture require a higher shear stress because they are
shielded from the flow by neighboring large grains <xref ref-type="bibr" rid="bib1.bibx19" id="paren.28"/>.
For grains of different densities but uniform size, exposure and hiding are
negligible <xref ref-type="bibr" rid="bib1.bibx60" id="paren.29"/>. There exists no universal
transport law accounting for all these phenomena, and deriving an empirical
one for our mixture would be a daunting task. We thus use the transport laws
of Fig. <xref ref-type="fig" rid="Ch1.F2"/> to account for differential transport and estimate the
mobility of our grains, although this is certainly a rough approximation. If
it holds, at least qualitatively, we expect the rivers that build our
experimental fans to segregate the sediment based on grain mobility by
depositing silica while transporting coal further downstream.</p>
      <p>An experimental run begins with an empty tank. When the mixture of water and
sediment reaches the horizontal bottom of the tank, it forms a half-cone
deposit. Initially, a sheet flow spreads uniformly over this sediment body.
After a few minutes, the flow confines itself to distinct, radial channels
(typically five or six). All these channels appear to transport sediment
simultaneously. The experiment of <xref ref-type="bibr" rid="bib1.bibx48" id="text.30"/> also produced
about five channels, although only one of them was active at a time. Both
configurations occur in the field <xref ref-type="bibr" rid="bib1.bibx61 bib1.bibx25" id="paren.31"/>. In our experiments, bedload appears as the dominant
transport mode, although a small amount of fine coal is suspended, and gets
deposited on the banks. The width of our channels varies between about 1 and
2 cm. Assuming they share the total water discharge evenly, the typical
Reynolds number of their flow is above 500, suggesting that, most of the
time, they are turbulent. They avulse regularly to maintain the radial
symmetry of the fan. During an avulsion, overbank flow occurs temporarily, a
phenomenon also observed by <xref ref-type="bibr" rid="bib1.bibx7" id="text.32"/> and
<xref ref-type="bibr" rid="bib1.bibx48" id="text.33"/>. Our experiment stops when the deposit reaches
the sides of the tank, typically after 3 to 4 h.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3" specific-use="star"><caption><p>Top-view pictures of an experimental fan (run 2). <bold>(a)</bold> Time
evolution. Green dashed line indicates fan toe, <inline-formula><mml:math id="M44" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>.
<bold>(b)</bold> Average of rescaled pictures. The 26 pictures are each 10 min
apart. Dashed lines indicate silica–coal transition (orange) and fan toe
(green). After rescaling, the fan length is 1. Transition between silica
and coal occurs at dimensionless distance <inline-formula><mml:math id="M45" display="inline"><mml:mi mathvariant="script">R</mml:mi></mml:math></inline-formula> from
apex.</p></caption>
        <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f03.pdf"/>

      </fig>

      <p>As it grows, the fan deposits the silica grains upstream of the coal grains.
Accordingly, the apex of the fan is mostly composed of silica, whereas coal
constitutes most of its toe. The boundary between the two types of sediment
follows the path of channels, thus adopting a convoluted shape. To explore
the influence of the sediment composition on the morphology of the fan, we
varied <inline-formula><mml:math id="M46" display="inline"><mml:mi mathvariant="italic">ϕ</mml:mi></mml:math></inline-formula>, the volumetric proportion of silica in sediment mixture, from
25 to 80 % over five experiments (Table <xref ref-type="table" rid="Ch1.T2"/>).</p>
</sec>
<sec id="Ch1.S3">
  <title>Self-similar growth of a segmented fan</title>
      <p>During each run, we track the evolution of the fan surface with a camera
(Nikon D90 with a wide-angle lens Nikon AF DX Fisheye-Nikkor 10.5 mm f/2.8G
ED) fixed above the center of the tank. We record an image every minute
(Fig. <xref ref-type="fig" rid="Ch1.F3"/>a). The exact location of the boundary between silica and
coal varies significantly during a run. For a run, however, this boundary
appears at a constant location relative to the fan length. This fraction
depends on the composition of the sediment mixture (Table <xref ref-type="table" rid="Ch1.T3"/>). To
confirm this observation, we manually locate the fan toe on 26 pictures, 10 min apart from each other (Fig. <xref ref-type="fig" rid="Ch1.F3"/>a). From these individual
measurements, we estimate the average radius <inline-formula><mml:math id="M47" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> of the fan with an
accuracy of about 6 % in each picture. We then rescale each picture with the
corresponding value of <inline-formula><mml:math id="M48" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, thus normalizing the size of the fan to 1.
Finally, we average all the normalized pictures of an experimental run
(Fig. <xref ref-type="fig" rid="Ch1.F3"/>b). By construction, the average picture shows a fan of
radius 1. It also confirms that the fan is radially symmetric and reveals
a somewhat blurred but localized transition between the silica and coal
deposits. This observation suggests that the fan preserves the spatial
distribution of coal and silica as it grows.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T2"><caption><p>Experimental parameters for the five runs.</p></caption><oasis:table frame="topbot"><?xmltex \begin{scaleboxenv}{.97}[.97]?><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Run</oasis:entry>  
         <oasis:entry colname="col2">Water discharge</oasis:entry>  
         <oasis:entry colname="col3">Sediment discharge</oasis:entry>  
         <oasis:entry colname="col4">Silica fraction</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"><inline-formula><mml:math id="M49" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (L min<inline-formula><mml:math id="M50" 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>)</oasis:entry>  
         <oasis:entry colname="col3"><inline-formula><mml:math id="M51" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (L min<inline-formula><mml:math id="M52" 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>)</oasis:entry>  
         <oasis:entry colname="col4"><inline-formula><mml:math id="M53" display="inline"><mml:mi mathvariant="italic">ϕ</mml:mi></mml:math></inline-formula></oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">1</oasis:entry>  
         <oasis:entry colname="col2">2.6 <inline-formula><mml:math id="M54" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.1</oasis:entry>  
         <oasis:entry colname="col3">0.019 <inline-formula><mml:math id="M55" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.001</oasis:entry>  
         <oasis:entry colname="col4">0.5<inline-formula><mml:math id="M56" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula>0.05</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2</oasis:entry>  
         <oasis:entry colname="col2">2.6 <inline-formula><mml:math id="M57" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.1</oasis:entry>  
         <oasis:entry colname="col3">0.045 <inline-formula><mml:math id="M58" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.001</oasis:entry>  
         <oasis:entry colname="col4">0.5<inline-formula><mml:math id="M59" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula>0.05</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">3</oasis:entry>  
         <oasis:entry colname="col2">2.6 <inline-formula><mml:math id="M60" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.5</oasis:entry>  
         <oasis:entry colname="col3">0.027 <inline-formula><mml:math id="M61" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.001</oasis:entry>  
         <oasis:entry colname="col4">0.25<inline-formula><mml:math id="M62" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula>0.02</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">4</oasis:entry>  
         <oasis:entry colname="col2">2.4 <inline-formula><mml:math id="M63" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.1</oasis:entry>  
         <oasis:entry colname="col3">0.027 <inline-formula><mml:math id="M64" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.001</oasis:entry>  
         <oasis:entry colname="col4">0.25<inline-formula><mml:math id="M65" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula>0.02</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">5</oasis:entry>  
         <oasis:entry colname="col2">2.6 <inline-formula><mml:math id="M66" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.1</oasis:entry>  
         <oasis:entry colname="col3">0.020 <inline-formula><mml:math id="M67" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.001</oasis:entry>  
         <oasis:entry colname="col4">0.8<inline-formula><mml:math id="M68" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula>0.08</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup><?xmltex \end{scaleboxenv}?></oasis:table></table-wrap>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T3"><caption><p>Geometrical characteristics of the experimental fans, measured at
the end of each run. The errors on <inline-formula><mml:math id="M69" display="inline"><mml:mi mathvariant="script">R</mml:mi></mml:math></inline-formula> are due to fluctuations in the silica–coal transition.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Run</oasis:entry>  
         <oasis:entry colname="col2">Slope ratio</oasis:entry>  
         <oasis:entry colname="col3">Transition location</oasis:entry>  
         <oasis:entry colname="col4"><inline-formula><mml:math id="M70" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"><inline-formula><mml:math id="M71" display="inline"><mml:mi mathvariant="script">S</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col3"><inline-formula><mml:math id="M72" display="inline"><mml:mi mathvariant="script">R</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col4"><inline-formula><mml:math id="M73" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="script">S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">1</oasis:entry>  
         <oasis:entry colname="col2">3 <inline-formula><mml:math id="M74" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.3</oasis:entry>  
         <oasis:entry colname="col3">0.56 <inline-formula><mml:math id="M75" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.07</oasis:entry>  
         <oasis:entry colname="col4">0.37 <inline-formula><mml:math id="M76" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.08</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">2</oasis:entry>  
         <oasis:entry colname="col2">2.9 <inline-formula><mml:math id="M77" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.1</oasis:entry>  
         <oasis:entry colname="col3">0.55 <inline-formula><mml:math id="M78" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.09</oasis:entry>  
         <oasis:entry colname="col4">0.36 <inline-formula><mml:math id="M79" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.08</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">3</oasis:entry>  
         <oasis:entry colname="col2">4 <inline-formula><mml:math id="M80" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.6</oasis:entry>  
         <oasis:entry colname="col3">0.41  <inline-formula><mml:math id="M81" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.1</oasis:entry>  
         <oasis:entry colname="col4">0.57 <inline-formula><mml:math id="M82" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.12</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">4</oasis:entry>  
         <oasis:entry colname="col2">4.6 <inline-formula><mml:math id="M83" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.6</oasis:entry>  
         <oasis:entry colname="col3">0.39 <inline-formula><mml:math id="M84" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.1</oasis:entry>  
         <oasis:entry colname="col4">0.61 <inline-formula><mml:math id="M85" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.13</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">5</oasis:entry>  
         <oasis:entry colname="col2">3.3 <inline-formula><mml:math id="M86" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.3</oasis:entry>  
         <oasis:entry colname="col3">0.83 <inline-formula><mml:math id="M87" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.2</oasis:entry>  
         <oasis:entry colname="col4">0.12 <inline-formula><mml:math id="M88" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 0.03</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p>To verify the self-similarity of the fan growth, we analyze the evolution of
its geometrical properties. To do so, we manually locate the silica–coal
transition and the fan toe (Fig. <xref ref-type="fig" rid="Ch1.F3"/>a). We then calculate the
average distance <inline-formula><mml:math id="M89" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> from the apex to the transition. The boundary of the
silica deposit being more convoluted than the toe, the standard deviation of
<inline-formula><mml:math id="M90" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is about 19 %. Both distances increase in proportion to the cube root
of time (Fig. <xref ref-type="fig" rid="Ch1.F4"/>). Following <xref ref-type="bibr" rid="bib1.bibx46" id="text.34"/> and
<xref ref-type="bibr" rid="bib1.bibx48" id="text.35"/>, we interpret this observation as a direct
consequence of mass balance. Indeed, the total mass <inline-formula><mml:math id="M91" display="inline"><mml:mi>M</mml:mi></mml:math></inline-formula> of the deposit
increases linearly with time:
          <disp-formula id="Ch1.E2" content-type="numbered"><mml:math id="M92" display="block"><mml:mrow><mml:mi>M</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">s</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">m</mml:mi></mml:mrow></mml:msub><mml:mspace linebreak="nobreak" width="0.125em"/><mml:mi>t</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M93" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">s</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">m</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> is the total mass flux of sediment. To express this
relation in terms of volumes, we need to measure the packing fraction
<inline-formula><mml:math id="M94" display="inline"><mml:mi mathvariant="italic">λ</mml:mi></mml:math></inline-formula> of our sediment mixture. In general, this quantity depends on the
composition of the mixture. To estimate it, we measure the packing fraction
of pure silica, of pure coal, and of a 50 % silica–coal mixture (red
dots, Fig. <xref ref-type="fig" rid="Ch1.F5"/>). The three values are similar, with a mean of
55 % <inline-formula><mml:math id="M95" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 1 %. Accordingly, we approximate the packing fraction of
the entire deposit with this value, regardless of the composition of the
sediment mixture. This approximation introduces an error of less than
5 %. We now define the volume discharge of sediment <inline-formula><mml:math id="M96" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, such
that
          <disp-formula id="Ch1.E3" content-type="numbered"><mml:math id="M97" display="block"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">s</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">m</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi mathvariant="italic">λ</mml:mi><mml:mo>)</mml:mo><mml:mfenced open="(" close=")"><mml:mi mathvariant="italic">ϕ</mml:mi><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mo>)</mml:mo><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        and substitute <inline-formula><mml:math id="M98" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> for <inline-formula><mml:math id="M99" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">s</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">m</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> in Eq. (<xref ref-type="disp-formula" rid="Ch1.E2"/>). The
mass balance then reads
          <disp-formula id="Ch1.E4" content-type="numbered"><mml:math id="M100" display="block"><mml:mrow><mml:mi>V</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mspace linebreak="nobreak" width="0.125em"/><mml:mi>t</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M101" display="inline"><mml:mi>V</mml:mi></mml:math></inline-formula> is the total volume of the deposit. In a self-similar fan, any
distance scales like the cube root of the fan volume; in particular, both
<inline-formula><mml:math id="M102" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M103" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> increase in proportion to <inline-formula><mml:math id="M104" display="inline"><mml:mrow><mml:mo>(</mml:mo><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mi>t</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mfrac><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">3</mml:mn></mml:mfrac></mml:msup></mml:mrow></mml:math></inline-formula>. Our experimental
fans conform to this scaling, thus supporting the hypothesis of a
self-similar growth. A direct consequence of this self-similarity is that the
relative location of the transition, defined by the ratio
<inline-formula><mml:math id="M105" display="inline"><mml:mrow><mml:mi mathvariant="script">R</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, remains constant throughout growth
(<inline-formula><mml:math id="M106" display="inline"><mml:mrow><mml:mi mathvariant="script">R</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.62</mml:mn><mml:mspace linebreak="nobreak" width="0.125em"/><mml:mo>±</mml:mo><mml:mspace linebreak="nobreak" width="0.125em"/><mml:mn mathvariant="normal">0.04</mml:mn></mml:mrow></mml:math></inline-formula> for run 2; other runs are presented in Table <xref ref-type="table" rid="Ch1.T3"/>, Figs.<xref ref-type="fig" rid="Ch1.F3"/>b and <xref ref-type="fig" rid="Ch1.F4"/>). This self-similarity
means that, as it grows, the fan preserves its structure, which can therefore
be extrapolated from the final deposit.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4"><caption><p>Evolution of the radial fronts of the silica (orange) and coal
(green) deposits in run 2.</p></caption>
        <?xmltex \igopts{width=199.169291pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f04.pdf"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5"><caption><p>Packing fraction of the deposit as a function of the composition of
the sediment mixture. Blue dots calculated from experiment. Red dots measured
independently. The red dashed line is the mean packing fraction measured
independently.</p></caption>
        <?xmltex \igopts{width=199.169291pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f05.pdf"/>

      </fig>

      <p>A few minutes after the experiment stops, all the surface water has drained
away from the fan, leaving the entire deposit emergent. At this point, we
scan the deposit's surface with a laser to measure its topography (OptoEngine
MRL-FN-671, 1 W, 671 nm). A line generator converts the beam into a
laser sheet (60<inline-formula><mml:math id="M107" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> opening angle, 1 mm thick), the intersection of which with
the fan surface is recorded by a camera attached to the laser, about 2 m
above the tank bottom (Sick Ranger E50, 12.5 mm lens). The precision of the
measurement is better than 1 mm in every direction.</p>
      <p>Using the digital elevation model (DEM) of our experimental fan, we compute
the final volume of our fans to check the total packing fraction of the
deposit (blue dots, Fig. <xref ref-type="fig" rid="Ch1.F5"/>). Despite some dispersion, we find
that the packing fraction of our deposit is about 54 % <inline-formula><mml:math id="M108" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 2 %, close to
the value estimated independently.</p>
      <p>The elevation contours of the DEM are well approximated by concentric
circles, another indication of radial symmetry (Fig. <xref ref-type="fig" rid="Ch1.F6"/>). This
property suggests that we can compute the radially averaged profile of the
fan with minimal loss of information <xref ref-type="bibr" rid="bib1.bibx48" id="paren.36"/>. To do so,
we interpolate the DEM along 34 radii, 5<inline-formula><mml:math id="M109" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> apart from each other, at
the end of each run (Fig. <xref ref-type="fig" rid="Ch1.F6"/>). For each run, the resulting profiles
are similar to each other and differ from the mean by less than 7 %
(Fig. <xref ref-type="fig" rid="Ch1.F7"/>a). The average fan profile is steeper near the apex than
at the toe and can be approximated by two segments of uniform slope. Natural
fans sometimes feature a similarly segmented profile
<xref ref-type="bibr" rid="bib1.bibx8 bib1.bibx5 bib1.bibx37" id="paren.37"/>. When
we plot the downstream slope of this average profile as a function of the
distance to the apex, the transition appears as a decreasing sigmoid curve
(Fig. <xref ref-type="fig" rid="Ch1.F7"/>b). To evaluate the location of the transition and the
extension of the transition zone, we fit a hyperbolic tangent to the slope
profile (Fig. <xref ref-type="fig" rid="Ch1.F7"/>b for run 2; other runs in Table <xref ref-type="table" rid="Ch1.T3"/>). For
run 2, we find that the slope plateaus to a value of about 0.29 near the apex
and to about 0.10 near the toe. We define the location of the transition as
the inflection point of the sigmoid, which occurs at 55 % <inline-formula><mml:math id="M110" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 9 %
of the total fan length (Fig. <xref ref-type="fig" rid="Ch1.F7"/>b). The slope thus breaks where
the sediment turns to coal, suggesting that these transitions are closely
related (Table <xref ref-type="table" rid="Ch1.T3"/>, <inline-formula><mml:math id="M111" display="inline"><mml:mrow><mml:mi mathvariant="script">R</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0.62</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">0.04</mml:mn></mml:mrow></mml:math></inline-formula>). The
location of the transition depends on the mixture composition
(Table <xref ref-type="table" rid="Ch1.T3"/>). We now define the extension of the transition zone as
the characteristic length of the sigmoid. For run 2, we find that the
transition between the two segments of the fan occurs over a length of
32 % of the total fan length. This value is almost independent of the
sediment mixture (about 30 % <inline-formula><mml:math id="M112" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula> 3 % on average for all runs).
<xref ref-type="bibr" rid="bib1.bibx37" id="text.38"/> found a comparable value (about 22 %) for
natural and laboratory fans.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6"><caption><p>Digital elevation model of an experimental fan (run 2). Black lines:
elevation contours 15 mm apart from each other. White dashed lines indicate
the bounds used for averaging (only two sample radii 5<inline-formula><mml:math id="M113" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> apart are
represented for clarity).</p></caption>
        <?xmltex \igopts{width=184.942913pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f06.pdf"/>

      </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F7"><caption><p><bold>(a)</bold> Fan profiles at different angles (run 2). Gray:
individual profiles; magenta: average profile. <bold>(b)</bold> Average
downstream slope (magenta). Fitted hyperbolic tangent (dashed gray).
Inflection point (gray dot) and boundaries of the transition area (vertical
dashed gray lines).</p></caption>
        <?xmltex \igopts{width=199.169291pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f07.pdf"/>

      </fig>

      <p>To investigate the relation between the slope break and the silica–coal
transition, we now turn our attention to the internal structure of the
deposit. After the water and sediment supplies have been switched off, the
fan remains intact, and we can cut it radially to reveal a vertical cross
section (Fig. <xref ref-type="fig" rid="Ch1.F8"/>). Silica and coal appear segregated, in
accordance with the top-view pictures of the fan (Fig. <xref ref-type="table" rid="Ch1.T3"/>) and with
the experiments of <xref ref-type="bibr" rid="bib1.bibx48" id="text.39"/>. Silica concentrates near
the apex, in the upper part of the deposit, whereas coal concentrates at the
fan toe. The location of the silica–coal transition fluctuates and generates
an intricate stratigraphy that combines segregation on the fan scale and
stratification near the transition. The transition zone shows alternating
layers of silica and coal, which extend over about one third of the
cross-section area. In natural fans, such stratifications result from
fluctuations in the sediment and water discharges, but this mechanism cannot
be invoked in our experiments <xref ref-type="bibr" rid="bib1.bibx40 bib1.bibx14 bib1.bibx63" id="paren.40"/>. Dry granular flows can also generate a similar
pattern <xref ref-type="bibr" rid="bib1.bibx35 bib1.bibx34" id="paren.41"/>. In our case, the
succession of channel avulsions is another possible mechanism. Our
observations do not allow us test these hypotheses.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F8"><caption><p>Average radial profile (magenta line), superimposed on radial cross
section, for run 2. Dashed lines: slope of the silica (orange) and coal
(green) deposits. White dashed line indicates silica–coal transition. Scale
is for the picture. <inline-formula><mml:math id="M114" display="inline"><mml:mi>h</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math id="M115" display="inline"><mml:mi>r</mml:mi></mml:math></inline-formula> are, respectively, the fan elevation and the
distance to the apex.</p></caption>
        <?xmltex \igopts{width=213.395669pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f08.pdf"/>

      </fig>

      <p>The surface of the cross section resembles the average profile of
Fig. <xref ref-type="fig" rid="Ch1.F7"/>a. Indeed, when superimposed, the two lines become
virtually indistinguishable, with the slope break occurring near the
transition between silica and coal (Fig. <xref ref-type="fig" rid="Ch1.F8"/>). Neglecting the
span of the transition, we may approximate the average profile by fitting two
straight lines to it. The proximal line joins the apex to the transition
(slope <inline-formula><mml:math id="M116" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.29), and the distal line joins the transition to the toe (slope <inline-formula><mml:math id="M117" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.10). The two lines intersect at 56 % of the deposit length. Finally we
define the transition line, which joins this intersection to the origin and
passes through the alternating stratigraphic layers in the transition zone.
The transition line thus divides the deposit into two imbricated wedges, with
the more mobile sediment (coal) lying below the less mobile one (silica). The
upward migration of the sand–coal transition in the deposit section reflects
the outward growth of the transition accompanied by net deposition. In the
next section, we formalize this interpretation in the context of self-similar
growth and combine it with mass balance to understand how the fan builds its
deposit.</p><?xmltex \hack{\newpage}?>
</sec>
<sec id="Ch1.S4">
  <title>Mass balance</title>
      <p>Based on our laboratory observations, we propose a first-order geometrical
model of an alluvial fan fed with a bimodal mixture of sediments. We consider
a radially symmetric structure, which grows by expanding itself without
changing its geometry. A consequence of these assumptions is that the
geometry of the fan, at any time, is entirely determined by a fixed,
two-dimensional template of its cross section (Fig. <xref ref-type="fig" rid="Ch1.F9"/>). The
simplest possible template consists of two triangles with a common side. The
proximal triangle defines the geometry of the silica deposit, and the distal
one represents the coal deposit. Three dimensionless parameters define this
template: the proximal slope <inline-formula><mml:math id="M118" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, the distal slope <inline-formula><mml:math id="M119" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, and the relative
location of the transition <inline-formula><mml:math id="M120" display="inline"><mml:mrow><mml:mi mathvariant="script">R</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>.</p>
      <p>The geometry of the template sets the proportion of silica and coal in the
deposit. As a consequence, mass balance relates the three parameters that
define the fan template to the composition of the sediment mixture injected
in the experiment, <inline-formula><mml:math id="M121" display="inline"><mml:mi mathvariant="italic">ϕ</mml:mi></mml:math></inline-formula>. Indeed, since the sediment discharge is constant,
and assuming the deposit is fully segregated and the packing fraction is
constant, we should have
          <disp-formula id="Ch1.E5" content-type="numbered"><mml:math id="M122" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M123" display="inline"><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the volume of silica in the deposit and <inline-formula><mml:math id="M124" display="inline"><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> that of coal.
For a self-similar fan, this relationship holds at any time.</p>
      <p>The silica deposit is composed of two half cones sharing their base. Its
volume reads
          <disp-formula id="Ch1.E6" content-type="numbered"><mml:math id="M125" display="block"><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi mathvariant="italic">π</mml:mi><mml:mn mathvariant="normal">6</mml:mn></mml:mfrac></mml:mstyle><mml:msubsup><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M126" display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the elevation of the fan apex. To calculate the volume of coal
in the deposit, we first evaluate that of a truncated half cone with slope
<inline-formula><mml:math id="M127" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, radius <inline-formula><mml:math id="M128" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, and height <inline-formula><mml:math id="M129" display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (the elevation of the transition). We
then withdraw the volume of the lower cone of the silica deposit. The
resulting volume reads
          <disp-formula id="Ch1.E7" content-type="numbered"><mml:math id="M130" display="block"><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi mathvariant="italic">π</mml:mi><mml:mn mathvariant="normal">6</mml:mn></mml:mfrac></mml:mstyle><mml:mfenced open="(" close=")"><mml:msubsup><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>+</mml:mo><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mfenced><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        The proximal and distal slopes are simply those of the corresponding right
triangles:
          <disp-formula id="Ch1.E8" content-type="numbered"><mml:math id="M131" display="block"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mspace width="1em" linebreak="nobreak"/><mml:mi mathvariant="normal">and</mml:mi><mml:mspace width="1em" linebreak="nobreak"/><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Using the four above equations, we finally relate the composition of the
sediment mixture to the geometry of the fan, as a function of the slope ratio
and the transition location:
          <disp-formula id="Ch1.E9" content-type="numbered"><mml:math id="M132" display="block"><mml:mrow><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi mathvariant="script">S</mml:mi><mml:mo>)</mml:mo><mml:msup><mml:mi mathvariant="script">R</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mi mathvariant="script">S</mml:mi><mml:msup><mml:mi mathvariant="script">R</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:msup><mml:mi mathvariant="script">R</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi mathvariant="script">R</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>)</mml:mo><mml:mfenced close=")" open="("><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi mathvariant="script">S</mml:mi><mml:mo>)</mml:mo><mml:msup><mml:mi mathvariant="script">R</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mfenced></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where we have defined the ratio of proximal slope to distal slope <inline-formula><mml:math id="M133" display="inline"><mml:mrow><mml:mi mathvariant="script">S</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. Equivalently, we may express the composition of the sediment
mixture as a function of the slope ratio and the slope of the transition:
          <disp-formula id="Ch1.E10" content-type="numbered"><mml:math id="M134" display="block"><mml:mrow><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="script">S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:msub><mml:mi mathvariant="script">S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub><mml:mfenced open="(" close=")"><mml:mo>(</mml:mo><mml:mi mathvariant="script">S</mml:mi><mml:msub><mml:mi mathvariant="script">S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub><mml:msup><mml:mo>)</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mn mathvariant="normal">3</mml:mn><mml:mi mathvariant="script">S</mml:mi><mml:msub><mml:mi mathvariant="script">S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mfenced></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where we have defined the ratio of transition slope to proximal slope
<inline-formula><mml:math id="M135" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="script">S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F9"><caption><p>Representation of an alluvial fan (template). Silica: orange; coal:
green.</p></caption>
        <?xmltex \igopts{width=241.848425pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f09.pdf"/>

      </fig>

      <p>If the template is a reasonable representation of the fan geometry, the
location and the slope of the transition and the two surface slopes of the
deposit should adjust to the composition of the sediment input, according to
Eqs. (<xref ref-type="disp-formula" rid="Ch1.E9"/>) and (<xref ref-type="disp-formula" rid="Ch1.E10"/>). To evaluate this model, we measure the
geometry of the fan at the end of every experimental run (Table <xref ref-type="table" rid="Ch1.T3"/>).
Using the radially averaged profile, we first fit, using a linear regression,
the proximal and distal slopes and calculate their ratio. Then, we estimate
the location of the transition using the position of the inflection point
(Sect. <xref ref-type="sec" rid="Ch1.S3"/>). We find that, for all runs, the proportion of
silica in the deposit, as deduced from our measurements through
Eqs. (<xref ref-type="disp-formula" rid="Ch1.E9"/>) and (<xref ref-type="disp-formula" rid="Ch1.E10"/>), matches the composition of the sediment
mixture (Fig. <xref ref-type="fig" rid="Ch1.F10"/>).</p>
      <p>At first order, we can thus represent our experimental fan as a radially
symmetric, fully segregated structure which preserves its shape as it grows.
These features determine the dynamics of the fan and the geometry of its
deposit. This model, however, involves two free parameters: the proximal and
distal slopes. These are selected by the fan itself, by a mechanism that
remains to be understood. Each deposit is built by a collection of channels,
which select their own slope according to the composition of the bed and to
their sediment and water discharges. On the DEM of our experimental fans, the
channels are virtually invisible, showing that their downstream slope is that
of the fan (Fig. <xref ref-type="fig" rid="Ch1.F6"/>). It is thus reasonable to assume that the
deposit inherits the slope of the channels that built it. The way a river
selects its morphology is still a matter of debate, but it has been recently
pointed out that most laboratory rivers, including those flowing over an
experimental fan, remain near the threshold for sediment transport
<xref ref-type="bibr" rid="bib1.bibx48 bib1.bibx52 bib1.bibx49 bib1.bibx36" id="paren.42"/>.
Assuming a channel is exactly at threshold yields a theoretical relationship
between its water discharge and its slope
<xref ref-type="bibr" rid="bib1.bibx22 bib1.bibx27" id="paren.43"/>. Could this theory inform us
about the slope of our fans?</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F10"><caption><p>Proportion of silica inferred from the geometry of the deposit,
after Eq. (<xref ref-type="disp-formula" rid="Ch1.E9"/>) (blue) and after Eq. (<xref ref-type="disp-formula" rid="Ch1.E10"/>) (green), as a
function of the composition of the sediment input. Red line: perfect
agreement.</p></caption>
        <?xmltex \igopts{width=199.169291pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f10.pdf"/>

      </fig>

      <p>Returning to our experimental fans, we find them enmeshed in a collection of
channels flowing radially (Fig. <xref ref-type="fig" rid="Ch1.F11"/>). These channels sometimes
bifurcate downstream but do not recombine as they would in a braided river.
We would like to compare their slope to the prediction of the
threshold-channel theory. Unfortunately, our experimental setup does not
allow us to measure the water discharge of individual channels. If the flow
distributes itself evenly among the channels, though, we can approximate
their individual discharges to a fraction of the total discharge. To evaluate
this approximation, we now analyze top-view pictures of our developing fans
(about 15 pictures per run). We first divide the surface of each fan into
five concentric bins, where we count the active channels and measure their
widths (at least two cross sections per channel and per bin; Fig. <xref ref-type="fig" rid="Ch1.F11"/>). We then average the number of channels and their
width over experimental runs. The resulting quantities depend on the time of
their measurement, and on the distance from the apex, <inline-formula><mml:math id="M136" display="inline"><mml:mi>r</mml:mi></mml:math></inline-formula>. Further averaging
over time yields radius-dependent quantities, whereas averaging over distance
yields time-dependent quantities (Fig. <xref ref-type="fig" rid="Ch1.F12"/>).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F11"><caption><p>Top-view of an experimental fan superimposed with measurement bins
(white) and channel cross sections (blue).</p></caption>
        <?xmltex \igopts{width=227.622047pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f11.pdf"/>

      </fig>

      <p>When plotted as a function of radius, the width of the channels varies
between about 1 and 2.5 cm, with no clear trend (Fig. <xref ref-type="fig" rid="Ch1.F12"/>a).
The variability of the width is much larger in the proximal part of the fan
than in its distal part. When plotted as a function of time, we find that the
width is more consistent, with a relative variability of about 10 % around a
mean value of 1.3 cm (Fig. <xref ref-type="fig" rid="Ch1.F12"/>b). Overall, the channels
appear reasonably homogeneous in size, suggesting that they share the total
water discharge evenly.</p>
      <p>The number of channels <inline-formula><mml:math id="M137" display="inline"><mml:mrow><mml:msub><mml:mi>n</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> varies between five and six across the fan
(Fig. <xref ref-type="fig" rid="Ch1.F12"/>c). As expected for a radially oriented structure,
we count fewer channels near the apex. We also find fewer channels near the
toe, although the poor color contrast of the coal-dominated areas probably
biases our count. This variability compares with the disparity we observe
between runs. The number of channels is nearly constant over time
(Fig. <xref ref-type="fig" rid="Ch1.F12"/>d). Hereafter, we choose <inline-formula><mml:math id="M138" display="inline"><mml:mrow><mml:msub><mml:mi>n</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">5.5</mml:mn></mml:mrow></mml:math></inline-formula> and divide the
total water discharge accordingly.</p>
      <p>We now wish to compare the slope of our experimental fans with the threshold
theory, applied to the characteristic channel defined above. This theory
assumes that the combination of gravity and flow-induced shear stress
maintains the channel bed at the threshold of motion
<xref ref-type="bibr" rid="bib1.bibx22 bib1.bibx27 bib1.bibx52" id="paren.44"/>. As a result, the
width, depth, and slope of the channel are set by its water discharge. In
particular, according to the simplest version of this theory
<xref ref-type="bibr" rid="bib1.bibx16 bib1.bibx21 bib1.bibx36" id="paren.45"/>, the
equilibrium slope reads
          <disp-formula id="Ch1.E11" content-type="numbered"><mml:math id="M139" display="block"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi>H</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:msup><mml:mfenced close=")" open="("><mml:mi>g</mml:mi><mml:mspace width="0.125em" linebreak="nobreak"/><mml:msup><mml:mi mathvariant="italic">μ</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:msup><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow><mml:mi mathvariant="italic">μ</mml:mi></mml:mfrac></mml:mstyle><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:mi mathvariant="italic">ρ</mml:mi></mml:mrow><mml:mi mathvariant="italic">ρ</mml:mi></mml:mfrac></mml:mstyle><mml:mspace width="0.25em" linebreak="nobreak"/><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mfenced><mml:mn mathvariant="normal">5</mml:mn></mml:msup></mml:mfenced><mml:mstyle scriptlevel="+1"><mml:mfrac><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:mfrac></mml:mstyle></mml:msup><mml:msqrt><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mn mathvariant="normal">2</mml:mn><mml:mfrac><mml:mn mathvariant="normal">3</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:msup><mml:mi mathvariant="script">K</mml:mi><mml:mfenced close=")" open="("><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:mfrac></mml:mstyle></mml:mfenced><mml:msub><mml:mi>n</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:mn mathvariant="normal">3</mml:mn><mml:mspace width="0.125em" linebreak="nobreak"/><mml:msub><mml:mi>C</mml:mi><mml:mi mathvariant="normal">f</mml:mi></mml:msub><mml:mspace width="0.125em" linebreak="nobreak"/><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle></mml:msqrt><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M140" display="inline"><mml:mi mathvariant="italic">μ</mml:mi></mml:math></inline-formula> is Coulomb's coefficient of friction (Table <xref ref-type="table" rid="Ch1.T1"/>),
<inline-formula><mml:math id="M141" display="inline"><mml:mrow><mml:mi mathvariant="italic">ν</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M142" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>s<inline-formula><mml:math id="M143" 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> is the kinematic viscosity of water,
<inline-formula><mml:math id="M144" display="inline"><mml:mrow><mml:mi mathvariant="script">K</mml:mi><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>)</mml:mo><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">1.85</mml:mn></mml:mrow></mml:math></inline-formula> is the elliptic integral of the first kind, and
<inline-formula><mml:math id="M145" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mi mathvariant="normal">f</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is Chézy's coefficient of fluid friction. The Chézy coefficient
<inline-formula><mml:math id="M146" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mi mathvariant="normal">f</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> depends on the bed roughness and the flow Reynolds number. For
simplicity, we approximate <inline-formula><mml:math id="M147" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mi mathvariant="normal">f</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> with a constant value of 0.02
<xref ref-type="bibr" rid="bib1.bibx38 bib1.bibx11" id="paren.46"/>. Since we imposed the same water
discharge during all experimental runs and found the number of channels
<inline-formula><mml:math id="M148" display="inline"><mml:mrow><mml:msub><mml:mi>n</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> to be relatively constant, the slope corresponding to the threshold
theory depends on the sediment only. We find <inline-formula><mml:math id="M149" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>H</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:mrow></mml:msub><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0.042</mml:mn></mml:mrow></mml:math></inline-formula> for
silica and <inline-formula><mml:math id="M150" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>H</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:mrow></mml:msub><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0.023</mml:mn></mml:mrow></mml:math></inline-formula> for coal, using
Eq. (<xref ref-type="disp-formula" rid="Ch1.E11"/>).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F12"><caption><p>Evolution of active channels for all the runs. Channel width as a
function of the dimensionless radius <bold>(a)</bold> and time <bold>(b)</bold>.
Number of channels as a function of dimensionless radius <bold>(c)</bold> and
time <bold>(d)</bold>. Black dashed line: average. Gray lines: variability over
experimental runs.</p></caption>
        <?xmltex \igopts{width=199.169291pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f12.pdf"/>

      </fig>

      <p>Intuitively, we expect that, all things being equal, the fan slope increases
with sediment discharge. Previous observations support this intuition, but
there is no consensus yet about the slope's physical origin, which involves the
response of a single channel to sediment transport and its destabilization
into multiple threads <xref ref-type="bibr" rid="bib1.bibx62 bib1.bibx2" id="paren.47"/>. We
do not find any correlation between sediment discharge and slope in our
experiment (Fig. <xref ref-type="fig" rid="Ch1.F13"/>). Even after normalizing our
measurements according to the threshold theory, the data points appear
segregated according to the sediment species: the mean slope of the silica
deposit is about <inline-formula><mml:math id="M151" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>H</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">5.6</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">2.0</mml:mn></mml:mrow></mml:math></inline-formula>, whereas we find <inline-formula><mml:math id="M152" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mrow><mml:mi>H</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">2.9</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">1.5</mml:mn></mml:mrow></mml:math></inline-formula> for coal (<inline-formula><mml:math id="M153" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0.23</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M154" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0.068</mml:mn></mml:mrow></mml:math></inline-formula>). The
surface slopes of the two fan segments are thus significantly higher than
predicted by the threshold theory.</p>
      <p>A possible cause for this departure from the threshold channel could be the
bimodal mixture we use. To assess this hypothesis, we produced an
experimental fan with pure silica (<inline-formula><mml:math id="M155" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0.014</mml:mn></mml:mrow></mml:math></inline-formula> L 
min<inline-formula><mml:math id="M156" 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>; <inline-formula><mml:math id="M157" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">2.6</mml:mn></mml:mrow></mml:math></inline-formula> L  min<inline-formula><mml:math id="M158" 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 found that, like its bimodal
counterparts, its slope was approximately 5 times higher than predicted by
the threshold-channel theory (<inline-formula><mml:math id="M159" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn></mml:mrow></mml:math></inline-formula>). Another possible explanation is
the infiltration of surface water into the deposit. Indeed, based on
Eq. (<xref ref-type="disp-formula" rid="Ch1.E11"/>), a lower water discharge induces a steeper
channel. Measuring this leakage would be experimentally challenging. Finally,
the breakdown of the threshold-channel theory could result from sediment
transport, since active channels must be above threshold
<xref ref-type="bibr" rid="bib1.bibx62 bib1.bibx23" id="paren.48"/>. In their one-dimensional
experiment, <xref ref-type="bibr" rid="bib1.bibx23" id="text.49"/> have shown that the higher the sediment
input in their experiment, the more slope departs from its threshold value.
Again, we cannot evaluate quantitatively this hypothesis in our experiments.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F13"><caption><p>Slope normalized by the threshold slope, calculated with
Eq. (<xref ref-type="disp-formula" rid="Ch1.E11"/>), as a function of the sediment discharge. Dashed
lines: average slopes.</p></caption>
        <?xmltex \igopts{width=199.169291pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f13.pdf"/>

      </fig>

      <p>The proximal and distal slopes seem independent from sediment discharge
(Fig. <xref ref-type="fig" rid="Ch1.F13"/>). For lack of a physical interpretation, we now
treat this observation as an empirical fact and attribute a fixed value to
the ratio of proximal slope to distal slope: <inline-formula><mml:math id="M160" display="inline"><mml:mrow><mml:mi mathvariant="script">S</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">3.4</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">1.0</mml:mn></mml:mrow></mml:math></inline-formula>. Substituting this value in Eqs. (<xref ref-type="disp-formula" rid="Ch1.E9"/>) and (<xref ref-type="disp-formula" rid="Ch1.E10"/>), the mass
balance relates, without any additional parameters, the composition of the
sediment mixture to the location and the slope of the transition
(Fig. <xref ref-type="fig" rid="Ch1.F14"/>). Despite significant uncertainties, which probably
reflect the rudimentary mass balance we used, our observations agree with
this semiempirical relationship.</p>
      <p>In principle, one could use Fig. <xref ref-type="fig" rid="Ch1.F13"/> to infer the
composition of the sediment input from the geometry of the deposit. This
method, however, relies on the value of the slope ratio <inline-formula><mml:math id="M161" display="inline"><mml:mi mathvariant="script">S</mml:mi></mml:math></inline-formula>, which we
have fitted to our observations. A more comprehensive theory should explain
how a bimodal fan spontaneously selects the value of this ratio.</p>
</sec>
<sec id="Ch1.S5" sec-type="conclusions">
  <title>Conclusions</title>
      <p>Using a laboratory experiment, we generated alluvial fans fed with a bimodal
sediment. Five or six active channels deposit their sediment load to form a
radially symmetric fan. The heavier sediment (silica) concentrates around the
apex, whereas the lighter one (coal) is deposited near the toe. The location
of silica–coal transition fluctuates over about 30 % of the total fan length.
A radial cross section of the deposit reveals a similar segregation: two
superimposed triangles make up the stratigraphy of the fan. The lowest
triangle is mostly coal, whereas the upper one, located near the apex, is
mostly silica. The transition between the two parts of the fan fluctuates to
produce strata, which extend over 30 % of the total fan length. As a first
approximation, we may represent this transition with a straight line and
treat the fan structure as two imbricated deposits. Combining this geometric
model with mass balance, we find that the fan preserves this structure as it
grows, with a precision of about 15 %. This observation suggests that our
laboratory fans act essentially as sieves, which segregate the sediment they
are fed with. This process controls the geometry of the resulting deposit. As
a consequence, we can use the final geometry of our laboratory fans to infer
the composition of the sediment input. In practice, a top-view picture of the
deposit suffices to do so. Alternatively, measuring the slope of the
transition in the stratigraphy, even if the latter is incomplete, also
suffices.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F14"><caption><p>Relative position of the transition <inline-formula><mml:math id="M162" display="inline"><mml:mi mathvariant="script">R</mml:mi></mml:math></inline-formula> (blue) and
dimensionless transition slope <inline-formula><mml:math id="M163" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="script">S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> (green), as a
function of the composition of the sediment input. Dots: experimental
measurements. Dashed lines: Eqs. (<xref ref-type="disp-formula" rid="Ch1.E9"/>) and (<xref ref-type="disp-formula" rid="Ch1.E10"/>)
with <inline-formula><mml:math id="M164" display="inline"><mml:mrow><mml:mi mathvariant="script">S</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">3.4</mml:mn></mml:mrow></mml:math></inline-formula>.</p></caption>
        <?xmltex \igopts{width=227.622047pt}?><graphic xlink:href="https://esurf.copernicus.org/articles/5/239/2017/esurf-5-239-2017-f14.pdf"/>

      </fig>

      <p><?xmltex \hack{\newpage}?>Natural fans often exhibit a sharp transition from gravel to sand
<xref ref-type="bibr" rid="bib1.bibx5 bib1.bibx37" id="paren.50"/>. Like in our experiments,
this front divides the fan profile into two segments. The proximal segment,
composed mainly of gravel, is steeper than the distal one, composed mainly of
sand. <xref ref-type="bibr" rid="bib1.bibx8" id="text.51"/> and <xref ref-type="bibr" rid="bib1.bibx3" id="text.52"/> found
natural fans featuring three segments bounded by two successive transitions.
Again, the size of the deposited sediment changes abruptly at each front.
These observations suggest that the segregation mechanism at work in our
experiment can repeat itself to generate nested deposits. A natural extension
of our work would be to enrich the sediment mixture with additional grain
sizes (or densities) to produce fans with multiple segments. We would expect
these fans to sort sediment species based on their mobility and reduce their
slope downstream, as observed on the surface of many natural fans
<xref ref-type="bibr" rid="bib1.bibx58" id="paren.53"/>. In other words, the structure of an alluvial fan
should reflect the composition of its sediment input. For instance, in
principle, one could infer the grain-size distribution of the sediment input
from a DEM of the fan.</p>
      <p>In practice, however, secondary processes such as weathering, runoff, and
aeolian erosion reworks the surface of most natural fans, thus hampering our
ability to infer their history from their present state <xref ref-type="bibr" rid="bib1.bibx15" id="paren.54"/>.
To circumvent this issue, one can either reconstruct geometrically the
paleosurface of the fan, or use its stratigraphy. Indeed, even partial access
to the internal structure of the fan could reveal the slopes of the
transitions in the stratigraphy and thus the grain-size distribution of the
input.</p>
      <p>In our experiments, the inputs of water and sediment were constant. In
general, this is not true for natural fans, and the interpretation we propose
here does not apply in its present oversimplified form. The self-similar
model we propose here thus cannot account for climatic and tectonic signals.
However, the fundamental hypothesis upon which it relies, namely that the fan
sorts the sediments based on their mobility and adjusts its own slope
accordingly, might still hold when the inputs fluctuate. If so, our
geometrical model might be extended to account for these fluctuations. This
is the subject of present work.</p>
      <p>Our experiments also suggest that the process by which an alluvial fan
distributes grain sizes in its deposit, although a primary control on its
structure, may not be the most puzzling component of its machinery. The way
it selects its slope remains a challenging problem, which we have
circumvented here by fitting a parameter to our observations
<xref ref-type="bibr" rid="bib1.bibx33 bib1.bibx62 bib1.bibx58 bib1.bibx59 bib1.bibx46 bib1.bibx23" id="paren.55"/>. Indeed, the<?xmltex \hack{\vadjust{\newpage}}?> threshold theory can only provide us with a
first-order estimate for the slope of a channel. We need to understand how a
channel adjusts its slope to its sediment load. Recent investigations have
shown that, provided the sediment discharge is low
enough, one can produce stable active channels in laboratory experiments
<xref ref-type="bibr" rid="bib1.bibx52 bib1.bibx36" id="paren.56"/>. If this method works for a laboratory fan as
well, it might generate a single-channel fan. This would be a simpler
experimental tool to investigate the relationship between the slope of a fan
and the intensity of its sediment input.</p>
</sec>

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

      <p>Data used in this study are presented in Tables 1, 2, and
3.</p>
  </notes><?xmltex \hack{\clearpage}?><app-group>

<app id="App1.Ch1.S1">
  <title>Transport law</title>
      <p>To calibrate the transport laws of our sediments, we use an independent
setup similar to that of <xref ref-type="bibr" rid="bib1.bibx53" id="text.57"/>. The flow is confined
between two Plexiglas panels separated by a 3.2 cm wide gap into which we
inject water and sediment at constant rate. Once the experiment has reached
equilibrium, typically 10–20 h after it started, we measure the
slope of the water surface <inline-formula><mml:math id="M165" display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula> to estimate the shear stress <inline-formula><mml:math id="M166" display="inline"><mml:mi mathvariant="italic">τ</mml:mi></mml:math></inline-formula>. Since the
Reynolds number is below 500 in our flume, we may assume that the flow is
laminar. The shear stress acting on the sediment thus follows Poiseuille's
law:
          <disp-formula id="App1.Ch1.E1" content-type="numbered"><mml:math id="M167" display="block"><mml:mrow><mml:mi mathvariant="italic">τ</mml:mi><mml:mo>=</mml:mo><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>(</mml:mo><mml:mi>S</mml:mi><mml:mi>g</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mstyle scriptlevel="+1"><mml:mfrac><mml:mn mathvariant="normal">2</mml:mn><mml:mn mathvariant="normal">3</mml:mn></mml:mfrac></mml:mstyle></mml:msup><mml:msup><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mn mathvariant="normal">3</mml:mn><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub><mml:mi mathvariant="italic">ν</mml:mi></mml:mrow><mml:mi>W</mml:mi></mml:mfrac></mml:mstyle></mml:mfenced><mml:mstyle scriptlevel="+1"><mml:mfrac><mml:mn mathvariant="normal">1</mml:mn><mml:mn mathvariant="normal">3</mml:mn></mml:mfrac></mml:mstyle></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M168" display="inline"><mml:mi>W</mml:mi></mml:math></inline-formula> is the width of the gap and <inline-formula><mml:math id="M169" display="inline"><mml:mi mathvariant="italic">ν</mml:mi></mml:math></inline-formula> the viscosity of water. We then
calculate the Shields parameter, which represents the ratio of the
flow-induced shear stress <inline-formula><mml:math id="M170" display="inline"><mml:mi mathvariant="italic">τ</mml:mi></mml:math></inline-formula> to gravity,
          <disp-formula id="App1.Ch1.E2" content-type="numbered"><mml:math id="M171" display="block"><mml:mrow><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mi mathvariant="italic">τ</mml:mi><mml:mrow><mml:mfenced close=")" open="("><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:mi mathvariant="italic">ρ</mml:mi></mml:mfenced><mml:mi>g</mml:mi><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        and calibrate the transport law (Fig. <xref ref-type="fig" rid="Ch1.F2"/>). We find that below a
critical value <inline-formula><mml:math id="M172" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, which corresponds to a critical shear stress
<inline-formula><mml:math id="M173" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, the sediment flux vanishes. Above this threshold, the flux appears
proportional to the departure from the critical Shields parameter:
          <disp-formula id="App1.Ch1.E3" content-type="numbered"><mml:math id="M174" display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow><mml:mi>W</mml:mi></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:msub><mml:mi>q</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mfenced open="(" close=")"><mml:mi mathvariant="italic">θ</mml:mi><mml:mo>-</mml:mo><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math id="M175" display="inline"><mml:mrow><mml:msub><mml:mi>q</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">4.8</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">0.9</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M176" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math id="M177" 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> and <inline-formula><mml:math id="M178" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.25</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">0.02</mml:mn></mml:mrow></mml:math></inline-formula> for our silica grains and <inline-formula><mml:math id="M179" display="inline"><mml:mrow><mml:msub><mml:mi>q</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">2.4</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn mathvariant="normal">10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M180" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math id="M181" 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> and <inline-formula><mml:math id="M182" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.19</mml:mn><mml:mo>±</mml:mo><mml:mn mathvariant="normal">0.008</mml:mn></mml:mrow></mml:math></inline-formula> for our coal grains.</p>
      <p>These values are measured in a laminar flow, whereas our laboratory fans are
produced by (mostly) turbulent channels (Sect. <xref ref-type="sec" rid="Ch1.S2"/>).
However, regardless of the nature of the shear-inducing flow, the grain
Reynolds number <inline-formula><mml:math id="M183" display="inline"><mml:mrow><mml:msubsup><mml:mi>d</mml:mi><mml:mi mathvariant="normal">s</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mover accent="true"><mml:mi mathvariant="italic">γ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover><mml:mo>/</mml:mo><mml:mi mathvariant="italic">ν</mml:mi></mml:mrow></mml:math></inline-formula> is constant near the threshold for
sediment transport (<inline-formula><mml:math id="M184" display="inline"><mml:mover accent="true"><mml:mi mathvariant="italic">γ</mml:mi><mml:mo mathvariant="normal">˙</mml:mo></mml:mover></mml:math></inline-formula> is the vertical shear rate)
<xref ref-type="bibr" rid="bib1.bibx1" id="paren.58"/>. Accordingly, we use the above measurements to
estimate the threshold slope with Eq. (<xref ref-type="disp-formula" rid="Ch1.E11"/>).</p><?xmltex \hack{\newpage}?>
</app>

<app id="App1.Ch1.S2">
  <title>Variables used</title>
<table-wrap id="Taba" position="anchor"><oasis:table><?xmltex \begin{scaleboxenv}{.93}[.93]?><oasis:tgroup cols="3">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="left"/>
     <oasis:thead>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Symbol</oasis:entry>  
         <oasis:entry colname="col2">Definition</oasis:entry>  
         <oasis:entry colname="col3">Unit</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M185" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">sediment discharge</oasis:entry>  
         <oasis:entry colname="col3">L min<inline-formula><mml:math id="M186" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M187" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mrow><mml:mi mathvariant="normal">s</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">m</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">mass sediment discharge</oasis:entry>  
         <oasis:entry colname="col3">g min<inline-formula><mml:math id="M188" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M189" display="inline"><mml:mrow><mml:msub><mml:mi>Q</mml:mi><mml:mi mathvariant="normal">w</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">water discharge</oasis:entry>  
         <oasis:entry colname="col3">L min<inline-formula><mml:math id="M190" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M191" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">ρ</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">sediment density</oasis:entry>  
         <oasis:entry colname="col3">kg m<inline-formula><mml:math id="M192" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M193" display="inline"><mml:mi mathvariant="italic">ρ</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">water density</oasis:entry>  
         <oasis:entry colname="col3">kg m<inline-formula><mml:math id="M194" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M195" display="inline"><mml:mi>g</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">acceleration of gravity</oasis:entry>  
         <oasis:entry colname="col3">m s<inline-formula><mml:math id="M196" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M197" display="inline"><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mn mathvariant="normal">50</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math id="M198" display="inline"><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mn mathvariant="normal">90</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">50th and 90th percentile</oasis:entry>  
         <oasis:entry colname="col3"><inline-formula><mml:math id="M199" display="inline"><mml:mi mathvariant="normal">µ</mml:mi></mml:math></inline-formula>m</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M200" display="inline"><mml:mi mathvariant="italic">θ</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">Shields number</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M201" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">θ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">critical Shields number</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M202" display="inline"><mml:mi mathvariant="italic">μ</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">friction coefficient</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M203" display="inline"><mml:mi mathvariant="italic">τ</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">shear stress</oasis:entry>  
         <oasis:entry colname="col3">kg m<inline-formula><mml:math id="M204" 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> s<inline-formula><mml:math id="M205" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M206" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="italic">τ</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">critical shear stress</oasis:entry>  
         <oasis:entry colname="col3">kg m<inline-formula><mml:math id="M207" 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> s<inline-formula><mml:math id="M208" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M209" display="inline"><mml:mrow><mml:msub><mml:mi>q</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">characteristic sediment flux</oasis:entry>  
         <oasis:entry colname="col3">m<inline-formula><mml:math id="M210" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math id="M211" 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></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M212" display="inline"><mml:mi>W</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">width of the channel</oasis:entry>  
         <oasis:entry colname="col3">cm</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M213" display="inline"><mml:mi mathvariant="italic">λ</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">packing fraction</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M214" display="inline"><mml:mi>r</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">distance to the apex</oasis:entry>  
         <oasis:entry colname="col3">m</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M215" display="inline"><mml:mi>h</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">elevation</oasis:entry>  
         <oasis:entry colname="col3">m</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M216" display="inline"><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">volume of coal</oasis:entry>  
         <oasis:entry colname="col3">m<inline-formula><mml:math id="M217" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M218" display="inline"><mml:mrow><mml:msub><mml:mi>V</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">volume of silica</oasis:entry>  
         <oasis:entry colname="col3">m<inline-formula><mml:math id="M219" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M220" display="inline"><mml:mi mathvariant="italic">ϕ</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">proportion of silica</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M221" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">radius of coal</oasis:entry>  
         <oasis:entry colname="col3">m</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M222" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">radius of silica</oasis:entry>  
         <oasis:entry colname="col3">m</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M223" display="inline"><mml:mi mathvariant="script">R</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">radius ratio</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M224" display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">elevation of the transition</oasis:entry>  
         <oasis:entry colname="col3">m</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M225" display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">elevation of the fan apex</oasis:entry>  
         <oasis:entry colname="col3">m</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M226" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">distal slope</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M227" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">s</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">proximal slope</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M228" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">slope of the transition</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M229" display="inline"><mml:mi mathvariant="script">S</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">ratio of proximal to distal slope</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M230" display="inline"><mml:mrow><mml:msub><mml:mi mathvariant="script">S</mml:mi><mml:mi mathvariant="normal">t</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">ratio of transition to proximal slope</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M231" display="inline"><mml:mrow><mml:msub><mml:mi>S</mml:mi><mml:mi>H</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">threshold slope</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M232" display="inline"><mml:mrow><mml:msub><mml:mi>n</mml:mi><mml:mi mathvariant="normal">c</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">number of channel</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M233" display="inline"><mml:mrow><mml:msub><mml:mi>C</mml:mi><mml:mi mathvariant="normal">f</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">Chézy's coefficient</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"><inline-formula><mml:math id="M234" display="inline"><mml:mrow><mml:mi mathvariant="script">K</mml:mi><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col2">elliptic integral of the first kind</oasis:entry>  
         <oasis:entry colname="col3"/>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup><?xmltex \end{scaleboxenv}?></oasis:table></table-wrap>
        <?xmltex \hack{\clearpage}?>
</app>
  </app-group><notes notes-type="competinginterests">

      <p>The authors declare that they have no conflict of
interest.</p>
  </notes><ack><title>Acknowledgements</title><p>We thank B. Erickson, E. Steen, and C. Ellis for their help in building the
experimental setup; S. Harrington and K. François-King for assistance with
experiments; J.-L. Grimaud for the data on sediments; and L. Guerit and E. Gayer
for useful discussions.</p><p>Partial financial support was provided by US National Science Foundation
grants 1242458 and 1246761. P. Delorme work at SAFL was funded by a grant from the
STEP'UP graduate school of IPGP, and O. Devauchelle was funded by the
Émergence(s) program of the Mairie de Paris, France.<?xmltex \hack{\newline}?><?xmltex \hack{\newline}?>
Edited by: P. Wiberg<?xmltex \hack{\newline}?>
Reviewed by: A. Piliouras and two anonymous referees</p></ack><ref-list>
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