Nov 4, 2010 #1 Gunns Civil/Environmental Sep 29, 2006 19 I am wondering how best to account for flow threw gravel to a weir along a pump station?
Nov 4, 2010 #2 psmart Active member Feb 3, 1999 1,520 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 http://www.hydrocad.net Upvote 0 Downvote
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 http://www.hydrocad.net
Nov 4, 2010 Thread starter #3 Gunns Civil/Environmental Sep 29, 2006 19 The weir is below grade covered by gravel along the sides of the pump station Upvote 0 Downvote
Nov 4, 2010 #4 psmart Active member Feb 3, 1999 1,520 Still not clear to me. A sketch would help a lot... Peter Smart HydroCAD Software http://www.hydrocad.net Upvote 0 Downvote
Still not clear to me. A sketch would help a lot... Peter Smart HydroCAD Software http://www.hydrocad.net
