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  <title>bifurcation modeling</title>
  <link rel="self" href="https://dlt-acc.firelay.cloud/c/message_boards/find_thread?p_l_id=3231581&amp;threadId=3351991" />
  <subtitle>bifurcation modeling</subtitle>
  <id>https://dlt-acc.firelay.cloud/c/message_boards/find_thread?p_l_id=3231581&amp;threadId=3351991</id>
  <updated>2026-05-15T14:23:57Z</updated>
  <dc:date>2026-05-15T14:23:57Z</dc:date>
  <entry>
    <title>bifurcation modeling</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3351990" />
    <author>
      <name>Gina Vergara</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3351990</id>
    <updated>2017-04-26T18:35:56Z</updated>
    <published>2017-04-26T18:35:56Z</published>
    <summary type="html">Dears &lt;br /&gt;&lt;br /&gt;&lt;br /&gt;Using DELFT 3D for a bifurcation on a river, using bondary conditionts using total discharge as first input and water level for two outputs, running the model looks like the flow returns and flood, also the bifurcation dissapear, what can i do to solve this problem ? what are the causes for this problem?&lt;br /&gt;&lt;br /&gt;Thank you.</summary>
    <dc:creator>Gina Vergara</dc:creator>
    <dc:date>2017-04-26T18:35:56Z</dc:date>
  </entry>
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