Difference between revisions of "1D Culverts"
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=Introduction= | =Introduction= | ||
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| − | + | *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. | |
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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