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  <title>Which processes do you want to model in your projects?</title>
  <link rel="self" href="https://dlt-acc.firelay.cloud/nl/c/message_boards/find_thread?p_l_id=3228466&amp;threadId=4185757" />
  <subtitle>Which processes do you want to model in your projects?</subtitle>
  <id>https://dlt-acc.firelay.cloud/nl/c/message_boards/find_thread?p_l_id=3228466&amp;threadId=4185757</id>
  <updated>2026-05-12T14:07:07Z</updated>
  <dc:date>2026-05-12T14:07:07Z</dc:date>
  <entry>
    <title>RE: Which processes do you want to model in your projects?</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4191877" />
    <author>
      <name>Sanjay Giri</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4191877</id>
    <updated>2021-06-06T15:28:16Z</updated>
    <published>2021-06-06T15:28:16Z</published>
    <summary type="html">Proper sediment transport and morphological processes, equivalent to Sobek-RE, will already be good enough. Besides, some (user-friendly) functionalities in 1D2D model, e.g. dam-break features given that the 1D2D model is widely used for dam-break computations and analysis (check HEC-RAS, for example).  </summary>
    <dc:creator>Sanjay Giri</dc:creator>
    <dc:date>2021-06-06T15:28:16Z</dc:date>
  </entry>
  <entry>
    <title>RE: Which processes do you want to model in your projects?</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4187893" />
    <author>
      <name>Juan P. Martín-Vide</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4187893</id>
    <updated>2021-06-04T14:31:14Z</updated>
    <published>2021-06-04T14:30:12Z</published>
    <summary type="html">In my view, a !D model for natural rivers needs to treat vegetation, both rigid and specially flexible vegetation.&lt;br /&gt;Furthermore, the shear stress distribution on the bed should be carefully modeled: I mean, above all, to model the friction between the river main channel and its floodplains.&lt;br /&gt;Bedload transport by fractions is another important function to be included.</summary>
    <dc:creator>Juan P. Martín-Vide</dc:creator>
    <dc:date>2021-06-04T14:30:12Z</dc:date>
  </entry>
  <entry>
    <title>Which processes do you want to model in your projects?</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4185756" />
    <author>
      <name>Aukje Spruyt</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4185756</id>
    <updated>2021-06-04T06:39:57Z</updated>
    <published>2021-06-04T06:39:56Z</published>
    <summary type="html">Which processes do you want to model in your projects?</summary>
    <dc:creator>Aukje Spruyt</dc:creator>
    <dc:date>2021-06-04T06:39:56Z</dc:date>
  </entry>
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