Message 1 of 1
Hydraflow Storm Sewers
- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report
I am modeling a system with a headwall at the upstream end. From what I can tell there is no way to make any adjustments to the headwall inlet conditions (flare angle, inlet coefficient, etc.) Is this buried somewhere in the design codes?
Any help would be greatly appreciate.