×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

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

Jobs

modeling weir covered by gravel

modeling weir covered by gravel

modeling weir covered by gravel

(OP)
I am wondering how best to account for flow threw gravel to a weir along a pump station?

RE: modeling weir covered by gravel

Can you explain the situation in more detail?  How does the position of the gravel relate to the weir, and how does it relate to the pump station?

Peter Smart
HydroCAD Software
www.hydrocad.net
 

RE: modeling weir covered by gravel

(OP)
The weir is below grade covered by gravel along the sides of the pump station

RE: modeling weir covered by gravel

Still not clear to me.  A sketch would help a lot...

Peter Smart
HydroCAD Software
www.hydrocad.net
 

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!


Resources