Jump to content
TUFLOW FV
Sign in to follow this  
Guest Sam

HEC RAS structure into TUFLOW FV?

Recommended Posts

Guest Sam

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

 

 

 

 

Share this post


Link to post
Share on other sites

Join the conversation

You can post now and register later. If you have an account, sign in now to post with your account.

Guest
Reply to this topic...

×   Pasted as rich text.   Paste as plain text instead

  Only 75 emoji are allowed.

×   Your link has been automatically embedded.   Display as a link instead

×   Your previous content has been restored.   Clear editor

×   You cannot paste images directly. Upload or insert images from URL.

Loading...
Sign in to follow this  

×
×
  • Create New...