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  <title>User defined sediment transport formulae (.dll file)</title>
  <link rel="self" href="https://dlt-acc.firelay.cloud/c/message_boards/find_thread?p_l_id=3231581&amp;threadId=3348620" />
  <subtitle>User defined sediment transport formulae (.dll file)</subtitle>
  <id>https://dlt-acc.firelay.cloud/c/message_boards/find_thread?p_l_id=3231581&amp;threadId=3348620</id>
  <updated>2026-05-15T14:22:49Z</updated>
  <dc:date>2026-05-15T14:22:49Z</dc:date>
  <entry>
    <title>RE: User defined sediment transport formulae (.dll file)</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3349752" />
    <author>
      <name>SMith Mark</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3349752</id>
    <updated>2020-04-10T08:24:51Z</updated>
    <published>2020-04-10T08:24:51Z</published>
    <summary type="html">It is very difficult to estimate sediment fluxes on beaches due to the combination of steady flows currents and oscillatory flows waves &lt;a href="https://www.mcdvoice.onl/"&gt;&lt;/a&gt;&lt;u&gt;&lt;strong&gt;&lt;a href="https://thecustomerssurvey.com/getmyoffer-capitalone-com"&gt;https://thecustomerssurvey.com/getmyoffer-capitalone-com&lt;/a&gt;&lt;/strong&gt;&lt;/u&gt;&lt;a href="https://www.mcdvoice.onl/"&gt;&lt;/a&gt;</summary>
    <dc:creator>SMith Mark</dc:creator>
    <dc:date>2020-04-10T08:24:51Z</dc:date>
  </entry>
  <entry>
    <title>RE: User defined sediment transport formulae (.dll file)</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3393889" />
    <author>
      <name>Gabriel Lim</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3393889</id>
    <updated>2019-11-27T20:39:27Z</updated>
    <published>2019-11-27T20:39:27Z</published>
    <summary type="html">Hello blanky,&lt;br /&gt;&lt;br /&gt;I did the same thing. If you look for tram1.f90 subroutine in the compiled source code (in visual studio), you will find that tram1.f90 is the van Rijn (1993) default transport formulae. Inside tram1.f90, there are three other subroutines. bedbc1993.f90 contails the reference concentration formulae - I simply replaced the existing one with my own, and declared all my own variables. As Adri mentions in the above posts: you can either copy and paste the source code into a .dll file, or you can simply replace the Ca formula in the source code with your own! &lt;br /&gt;&lt;br /&gt;Best of luck,&lt;br /&gt;Gabriel</summary>
    <dc:creator>Gabriel Lim</dc:creator>
    <dc:date>2019-11-27T20:39:27Z</dc:date>
  </entry>
  <entry>
    <title>RE: User defined sediment transport formulae (.dll file)</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3393762" />
    <author>
      <name>blanky blankiya</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3393762</id>
    <updated>2019-11-11T20:54:52Z</updated>
    <published>2019-11-11T20:23:18Z</published>
    <summary type="html">I am trying to incorporate my own suspended se &lt;a href="https://snaptube.cam/"&gt;&lt;span style="color: #000000"&gt;snaptube&lt;/span&gt;&lt;/a&gt; &lt;a href="https://syncnet.onl/telegram-web/"&gt;&lt;span style="color: #000000"&gt;telegram web&lt;/span&gt;&lt;/a&gt;  concentration formulae (Ca) into the Delft3D-FLOW module using the .dll file (as indicated in Appendix B.9.4). I have only developed a new Ca model, not suspended sediment transport rate or the bedload rate, etc.</summary>
    <dc:creator>blanky blankiya</dc:creator>
    <dc:date>2019-11-11T20:23:18Z</dc:date>
  </entry>
  <entry>
    <title>RE: User defined sediment transport formulae (.dll file)</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3392640" />
    <author>
      <name>Gabriel Lim</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3392640</id>
    <updated>2019-09-05T13:36:43Z</updated>
    <published>2019-09-05T13:19:33Z</published>
    <summary type="html">Hi Adri,&lt;br /&gt;&lt;br /&gt;I see. When taking the first option you suggested, is there somewhere where I can find the source code of the default formulas? &lt;br /&gt;Is it the tram1.f90 in src\utils_gpl\morphology\packages\morphology_kernel\src directory?&lt;br /&gt;&lt;br /&gt;Thanks again,&lt;br /&gt;&lt;br /&gt;Gabriel</summary>
    <dc:creator>Gabriel Lim</dc:creator>
    <dc:date>2019-09-05T13:19:33Z</dc:date>
  </entry>
  <entry>
    <title>RE: User defined sediment transport formulae (.dll file)</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3392593" />
    <author>
      <name>Adri Mourits</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3392593</id>
    <updated>2019-09-04T16:44:29Z</updated>
    <published>2019-09-04T16:44:29Z</published>
    <summary type="html">Hi Gabriel,Once you&amp;#39;re using a transport formula in your own .dll file, you have to specify all the sediment transport rates. There are two ways to do this:&lt;ol style="list-style: decimal outside;" start="1"&gt;&lt;li&gt;Copy the source code of the default formulas into your code that you use to build your own .dll file.&lt;/li&gt;&lt;li&gt;Forget about using your own .dll file; just change the Ca formula inside the default code.&lt;/li&gt;&lt;/ol&gt;Looking to subroutine eqtran, line 738 and further: the &amp;#34;ssus&amp;#34; from your .dll file is indeed transformed into a reference concentration and used further on.Regards,Adri</summary>
    <dc:creator>Adri Mourits</dc:creator>
    <dc:date>2019-09-04T16:44:29Z</dc:date>
  </entry>
  <entry>
    <title>User defined sediment transport formulae (.dll file)</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3348619" />
    <author>
      <name>Gabriel Lim</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&amp;messageId=3348619</id>
    <updated>2019-08-09T20:45:08Z</updated>
    <published>2019-08-09T20:15:45Z</published>
    <summary type="html">Hello,&lt;br /&gt;&lt;br /&gt;I am trying to incorporate my own suspended sediment concentration formulae (Ca) into the Delft3D-FLOW module using the .dll file (as indicated in Appendix B.9.4). I have only developed a new Ca model, not suspended sediment transport rate or the bedload rate, etc.&lt;br /&gt;&lt;br /&gt;Do I need to include a set of equations for sediment transport rates (for both suspended load and bed load) as well in the .dll file? Or only the new Ca formula? Ideally I would like to replace ONLY the Ca model and continue to use the default models for all other processes..&lt;br /&gt;&lt;br /&gt;Also, for example, I see the reference concentration is used to compute sink/source terms, and also erosive flux due to upward diffusion, etc. Will the software automatically use my new Ca model if I call it in using the .dll file? I do not really understand how the process works (despite having read the section in Appendix B.9.4) Please advise! Any help would be much appreciated!&lt;br /&gt;&lt;br /&gt;Thanks,&lt;br /&gt;Gabriel</summary>
    <dc:creator>Gabriel Lim</dc:creator>
    <dc:date>2019-08-09T20:15:45Z</dc:date>
  </entry>
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