<?xml version="1.0" encoding="UTF-8"?>
<badlands xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
  <!-- Regular grid structure -->
  <grid>
    <!-- Optional parameter (integer) used to decrease TIN resolution.
             The default value is set to 1. Increasing the factor
             value will multiply the digital elevation model resolution
             accordingly.  -->
    <resfactor>1</resfactor>
    <boundary>flat</boundary>
    <!-- <boundary>fixed</boundary> -->
    <!-- Underworld flag.  -->
    <udw>1</udw>
  </grid>
  <!-- Sea-level structure -->
  <sea>
    <!-- Relative sea-level position [m] -->
    <position>-0.</position>
    <!-- Sea-level curve - (optional) -->
    <!-- <curve>data/sea.csv</curve> -->
    <!-- Limit flow network computation based on
             water depth [m] -->
    <!-- <limit>100.</limit> -->
  </sea>
  <!-- Simulation time structure -->
  <time>
    <!-- Simulation start time [a] -->
    <start>0.</start>
    <!-- Simulation end time [a] -->
    <end>5100000.</end>
    <!-- Display interval [a] -->
    <!-- This will be overridden by the linkage, so it doesn't matter -->
    <display>10000.</display>
  </time>
  <strata>
    <stratdx>1250.</stratdx>
    <laytime>1250.</laytime>
  </strata>
  <!-- Precipitation structure -->
  <precipitation>
    <!-- Number of precipitation events -->
    <climates>1</climates>
    <!-- Precipitation definition -->
    <rain>
      <!-- Rain start time [a] -->
      <rstart>0.</rstart>
      <!-- Rain end time [a] -->
      <rend>5100000.</rend>
      <!-- Precipitation value [m/a] - (optional) -->
      <rval>1.</rval>
    </rain>
  </precipitation>
  <!-- Stream power law parameters:
         The stream power law is a simplified form of the usual expression of
         sediment transport by water flow, in which the transport rate is assumed
         to be equal to the local carrying capacity, which is itself a function of
         boundary shear stress. -->
  <sp_law>
    <!-- Values of m and n indicate how the incision rate scales
             with bed shear stress for constant value of sediment flux
             and sediment transport capacity.
             Generally, m and n are both positive, and their ratio
             (m/n) is considered to be close to 0.5 -->
    <m>0.5</m>
    <n>1.0</n>
    <!-- The erodibility coefficient is scale-dependent and its value depend
              on lithology and mean precipitation rate, channel width, flood
              frequency, channel hydraulics. -->
    <erodibility>1.e-5</erodibility>
    <diffnb>10</diffnb>
    <diffprop>0.05</diffprop>
  </sp_law>
  <!-- Linear slope diffusion parameters:
         Parameterisation of the sediment transport includes the simple creep transport
         law which states that transport rate depends linearly on topographic gradient. -->
  <creep>
    <!-- Surface diffusion coefficient [m2/a] -->
    <caerial>0.1</caerial>
    <!-- Marine diffusion coefficient [m2/a] -->
    <cmarine>0.1</cmarine>
    <criver>0.1</criver>
  </creep>
  <!-- Output folder path -->
  <outfolder>outbdls</outfolder>
</badlands>
