I am not sure the hcp file is loaded correctly. I am attaching pdf report with this one.http://files.engineering.com/getfile.aspx?folder=90f8144d-102f-4557-ae70-4f5a2dcb835e&file=HydroCAD_Report_For_Ditch_Routing.pdf
I have road side ditch in Which I plan to install check dams to store some water and eventually reduce peak discharge. I have modeled one location which I have attached with this post.I have divided contributing areas per segment. For instance Area 1 flows to a ditch(R1) and blocked temporarily...
Thanks TerryScan and Peter.
I agree with you guys that the volume needs to be done by custom storage. And TerryScan, you came up with bright suggestion of having different shapes on a sloping ground. I was wondering Why I can not enter slope in the prismatoid or horizontal cylinder since most...
Peter,
1) I made changes as you suggested and have attached file for your review.
2) change as you suggested
3) No there is no above grade storage what I am trying to determine is if there is any peak shaving due to stone and perforated pipe. In other words is there going to be increase in...
I am trying to model railroad track which will be placed in the existing grassed area. There will be an inlet every 180' which will direct water into parallel SD system and ultimately into the natural stream. Tracks are confined between two retaining walls and the stone ballast under the track...
