Difference between revisions of "1D Culverts"

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=Introduction=
 
=Introduction=
  
=Pump Attributes=
+
<br>
 
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*Advice on SX connections & number of cells to connect to 2D domain – implications
 
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*Flow regimes – theory behind each.
=2D-2D Configuration=
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*How to check for the flow regime – link to check file
 
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*How do we sub divide logic rules (operational culverts)*
 
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*Losses – fixed, Englehund, automatic manholes etc.
=1D-2D Configuration=
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*Provide some justification on the ‘default’ height/width, entry/exit losses.
 
 
 
 
=Estry Control File Setup=
 
 
 
 
 
=TUFLOW Operating Control File (.TOC)=
 
 
 
 
 
=Depth Discharge Database=
 
 
 
  
  

Revision as of 03:30, 6 October 2015

Page Under Construction


Introduction


  • Advice on SX connections & number of cells to connect to 2D domain – implications
  • Flow regimes – theory behind each.
  • How to check for the flow regime – link to check file
  • How do we sub divide logic rules (operational culverts)*
  • Losses – fixed, Englehund, automatic manholes etc.
  • Provide some justification on the ‘default’ height/width, entry/exit losses.






Any further questions please email TUFLOW support: support@tuflow.com