1D Culverts: Difference between revisions
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=Introduction= |
=Introduction= |
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<br> |
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=Pump Attributes= |
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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. |
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*How to check for the flow regime – link to check file |
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=2D-2D Configuration= |
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*How do we sub divide logic rules (operational culverts)* |
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*Losses – fixed, Englehund, automatic manholes etc. |
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*Provide some justification on the ‘default’ height/width, entry/exit losses. |
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=1D-2D Configuration= |
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=Estry Control File Setup= |
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=TUFLOW Operating Control File (.TOC)= |
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=Depth Discharge Database= |
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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