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Found 4 results

  1. Hi I have some detailed HEC RAS models for a series of bridges in a river reach I am investigating. I've run a series of steady state conditions and established the head loss across each for a range of flow conditions. The client has now asked me to investigate the dynamic response of the entire river reach during a flood event. To do this I've setup a TUFLOW FV model of the river channel and floodplain, and setup nodestrings at each bridge location. How can I incorporate the head losses calculated from HEC RAS into my TUFLOW FV model? I'd prefer not to use the culvert + weir approach, which may end up giving me different head losses compared to HEC RAS. Thanks
  2. How is flow calculated when using the weir options available in TUFLOW FV?
  3. Could you briefly explain how FV handles weir submergence? I didn’t see it in the last draft version of the user’s manual we’ve got.
  4. Guest

    How does the autoweir work?

    How does the autoweir work?
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