Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. hogfan

    Reach question

    Ok, since I can't model a reach as a reach (due to tailwater issues) and must model it as a pond, I have a question. When describing this channel as a "culvert" what do I use as my entrance loss coefficient since my entrance is nothing more than a channel opening? Thanks,
  2. hogfan

    Reach Modeling

    Hi, I'm new to HydroCAD. In my model, I have reaches in series and after running the software, I get warnings for the downstream reaches exceeding the outlet of the upstream reaches. This makes sense because it is a large channel running with a depth of water. I don't understand why this is a...
  3. hogfan

    cross section vertical scale in civil design

    please help! does anyone know how to change the cross section vertical scale in civil design? i can do it in the "view/edit sections" but i need to change it in the "plot sections", my vertical is exagerated by 5 and i don't want that. i appreciate any info. thank, nick

Part and Inventory Search

Back
Top