<?xml version="1.0" encoding="UTF-8"?>
<feed xmlns="http://www.w3.org/2005/Atom" xmlns:dc="http://purl.org/dc/elements/1.1/">
  <title>Meandering river modeling</title>
  <link rel="self" href="https://dlt-acc.firelay.cloud/c/message_boards/find_thread?p_l_id=3231581&amp;threadId=3354759" />
  <subtitle>Meandering river modeling</subtitle>
  <id>https://dlt-acc.firelay.cloud/c/message_boards/find_thread?p_l_id=3231581&amp;threadId=3354759</id>
  <updated>2026-05-15T14:23:32Z</updated>
  <dc:date>2026-05-15T14:23:32Z</dc:date>
  <entry>
    <title>RE: Meandering river modeling</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3404793" />
    <author>
      <name>Richard Measures</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3404793</id>
    <updated>2018-04-29T04:43:04Z</updated>
    <published>2018-04-29T04:43:04Z</published>
    <summary type="html">&lt;p&gt;Hi Liang,&lt;/p&gt;
&lt;p&gt;I recommend checking the model hydraulics (are you getting the
  desired flows and velocities, do shear stresses vary across the width
  of the channel), if the hydraulics are ok then check the sediment
  transport (is transport occurring, what is the transport rate through
  cross-sections at different locations alongthe channel, have you got
  sediment entering the model at the upstream boundary, does the pattern
  of transport look sensible). Finally, once you are sure that the model
  hydraulics and sediment transport are performing well, I would look to
  how the morphology is evolving (are there areas of erosion/deposition,
  do the patterns match what you expect, is there any bank erosion
  occuring). Checking the model in this logical manner usually reveals
  what the problem is.&lt;/p&gt;
&lt;p&gt;Using quickplot to analyse the trih and trim files it should be
  relatively easy to work through these checks. Let us know how you get on...&lt;/p&gt;
&lt;p&gt;Cheers,&lt;/p&gt;
&lt;p&gt;Richard&lt;/p&gt;</summary>
    <dc:creator>Richard Measures</dc:creator>
    <dc:date>2018-04-29T04:43:04Z</dc:date>
  </entry>
  <entry>
    <title>RE: Meandering river modeling</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3404787" />
    <author>
      <name>Liang Chen</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3404787</id>
    <updated>2018-04-27T11:36:00Z</updated>
    <published>2018-04-27T11:36:00Z</published>
    <summary type="html">&lt;p&gt;Hi Richard,&lt;/p&gt;
&lt;p&gt;Thanks a lot for your reply. I have activated the process
  of  secondary flow (and set a initial condition of secondary flow with
  3 m/s) and set the MorFac to 100. But the model still does not work.
  Is there any other reason for non - lateral migration?&lt;/p&gt;
&lt;p&gt;Cheers,&lt;/p&gt;
&lt;p&gt;Liang&lt;/p&gt;</summary>
    <dc:creator>Liang Chen</dc:creator>
    <dc:date>2018-04-27T11:36:00Z</dc:date>
  </entry>
  <entry>
    <title>RE: Meandering river modeling</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3404779" />
    <author>
      <name>Richard Measures</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3404779</id>
    <updated>2018-04-27T04:35:58Z</updated>
    <published>2018-04-27T04:35:58Z</published>
    <summary type="html">&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I had a quick look at you model. One reason you have no morphological
  change in your model is that the Morphological scale factor (MorFac)
  is set to zero. You should set MorFac = 1 to have morphological
  changes simulated in your model (or MorFac &amp;gt; 1 if you want to
  accelerate morphological adjustment with respect to model hydraulics).&lt;/p&gt;
&lt;p&gt;I also noticed that you have a single layer (i.e. 2D) model but you
  do not have secondary flow enabled. Secondary flow is an important
  process driving transverse sediment movement in meandering rivers. It
  can be explicitly modelled in 3D domains but in a 2D model it requires
  parameterization, this functionality is available in Delft3D by
  turning secondary currents on.&lt;/p&gt;
&lt;p&gt;Good luck,&lt;/p&gt;
&lt;p&gt;Richard&lt;/p&gt;
&lt;p&gt; &lt;/p&gt;</summary>
    <dc:creator>Richard Measures</dc:creator>
    <dc:date>2018-04-27T04:35:58Z</dc:date>
  </entry>
  <entry>
    <title>Meandering river modeling</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3354758" />
    <author>
      <name>Liang Chen</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3354758</id>
    <updated>2018-04-26T16:12:04Z</updated>
    <published>2018-04-26T16:12:04Z</published>
    <summary type="html">&lt;p&gt;Hi everyone!  Recently I am trying  to model a meandering river, but
  the channel has no lateral erosion and migration. I do not know the
  reason. I attached my data below, waiting for any hint.&lt;/p&gt;</summary>
    <dc:creator>Liang Chen</dc:creator>
    <dc:date>2018-04-26T16:12:04Z</dc:date>
  </entry>
</feed>
