1D Culverts
Revision as of 03:30, 6 October 2015 by Rohan.king (talk | contribs)
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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