Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!
  • Students Click Here

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here


Scour depth

Scour depth

Scour depth

Is there anyone who understands scour depth and how I might find out some specific information related to it, how to compute, determine, etc.(Specifically related to scour below spillways)

RE: Scour depth

Check out:
HEC 18 Evaluating Scour at Bridges, Fourth Edition (Errata Sheet) (ISDDC) 2001 NHI-01-001



Also, HEC-RAS software has a routine to estimate scour depth at bridge approaches, if that is what you are after.

RE: Scour depth

For information of Scour Depth computation please refer to Creek Closures in Shore Protection Manual (SPM)

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close