
2D Bridge with Pressure/Overtopping - Best Practices?
Anyone been using the new 2D bridge algorithm? Any best practices or recommendations? Specifically, I am looking for information on cell sizes on the bridge. From the User's Manual and Webinar, it looks like most applications use 4-6 cells (parallel to flow) on the bridge face. It also says that:
>HEC-RAS does not enforce faces along the edges of the bridge but this is highly recommended and up to the user.
So it seems like the recommendation is to have the cells <= 50% of the bridge width? Or at least two across the top? Just curious if that aligns with anyone's practical experience? Thanks!