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  <title>Two Types of sediment</title>
  <link rel="self" href="https://dlt-acc.firelay.cloud/nl/c/message_boards/find_thread?p_l_id=3228466&amp;threadId=4871430" />
  <subtitle>Two Types of sediment</subtitle>
  <id>https://dlt-acc.firelay.cloud/nl/c/message_boards/find_thread?p_l_id=3228466&amp;threadId=4871430</id>
  <updated>2026-05-12T13:17:20Z</updated>
  <dc:date>2026-05-12T13:17:20Z</dc:date>
  <entry>
    <title>RE: Two Types of sediment</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4873308" />
    <author>
      <name>Mohammed Mezied</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4873308</id>
    <updated>2022-02-10T13:46:20Z</updated>
    <published>2022-02-10T13:46:20Z</published>
    <summary type="html">Thanks a lot for the reply</summary>
    <dc:creator>Mohammed Mezied</dc:creator>
    <dc:date>2022-02-10T13:46:20Z</dc:date>
  </entry>
  <entry>
    <title>RE: Two Types of sediment</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4872776" />
    <author>
      <name>Victor Chavarrias</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4872776</id>
    <updated>2022-02-10T06:23:14Z</updated>
    <published>2022-02-10T06:23:14Z</published>
    <summary type="html">Yes, it is possible. E.g. of sed-file input:&lt;br /&gt;&lt;br /&gt;&lt;div class="lfr-code"&gt;&lt;table&gt;&lt;tbody&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;1&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;[Sediment]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;2&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   Name             = #Sediment1#                   Name of sediment fraction&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;3&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   SedTyp           = bedload                       Must be &amp;#34;sand&amp;#34;, &amp;#34;mud&amp;#34; or &amp;#34;bedload&amp;#34;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;4&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   IniSedThick      =  1.0000000e+000      [m]      Initial sediment layer thickness at bed (overuled if IniComp is prescribed)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;5&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   RhoSol           =  2.6500000e+003      [kg/m3]  Specific density&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;6&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   TraFrm           = 1                            Integer selecting the transport formula&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;7&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   CDryB            =  1.5900000e+003      [kg/m3]  Dry bed density&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;8&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   SedDia           =  1.4142136e-03      [m]      sediment diameter (D50)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;9&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   ACal             = 1                                Calibration coefficient                &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;10&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   RouKs            =  0.000 &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;11&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   SusFac           = 0.000    &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;12&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;[Sediment]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;13&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   Name             = #Sediment9#                   Name of sediment fraction&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;14&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   SedTyp           = bedload                       Must be &amp;#34;sand&amp;#34;, &amp;#34;mud&amp;#34; or &amp;#34;bedload&amp;#34;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;15&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   IniSedThick      =  1.0000000e+000      [m]      Initial sediment layer thickness at bed (overuled if IniComp is prescribed)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;16&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   RhoSol           =  2.6500000e+003      [kg/m3]  Specific density&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;17&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   TraFrm           = 4                            Integer selecting the transport formula&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;18&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   CDryB            =  1.5900000e+003      [kg/m3]  Dry bed density&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;19&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   SedDia           =  2.3664319e-03      [m]      sediment diameter (D50)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;20&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   ACal                  = 8                                Calibration coefficient                &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;21&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   PowerB                = 0.000000                                Power b                                &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;22&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   PowerC                = 1.500000                                Power c                                &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;23&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   RipFac                = 1.000000                                Ripple factor or efficiency factor     &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;tr&gt;&lt;td class="line-numbers"&gt;24&lt;/td&gt;&lt;td class="lines"&gt;&lt;div class="line"&gt;   ThetaC                = 0.025000                                Critical mobility factor       &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;&lt;/tbody&gt;&lt;/table&gt;&lt;/div&gt;        &lt;br /&gt;  </summary>
    <dc:creator>Victor Chavarrias</dc:creator>
    <dc:date>2022-02-10T06:23:14Z</dc:date>
  </entry>
  <entry>
    <title>Two Types of sediment</title>
    <link rel="alternate" href="https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4871429" />
    <author>
      <name>Mohammed Mezied</name>
    </author>
    <id>https://dlt-acc.firelay.cloud/nl/c/message_boards/find_message?p_l_id=3228466&amp;messageId=4871429</id>
    <updated>2022-02-09T11:26:38Z</updated>
    <published>2022-02-09T11:26:38Z</published>
    <summary type="html">Hello, I&amp;#39;d want to simulate two different types of non-cohesive sediments (different sediment sizes) using different transport formulas. Is it possible to use a transport formula for each sediment type?</summary>
    <dc:creator>Mohammed Mezied</dc:creator>
    <dc:date>2022-02-09T11:26:38Z</dc:date>
  </entry>
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