I was hoping for some guidance on how to model stormwater flow through a stone trench in HydroCAD. What I have is a gravel access road which was constructed across the end of a field without a roadside ditch. The property owner is complaining about flows from the road causing erosion in his field. There isn't enough space within the r/w to construct a full ditch but I was thinking I could construct a stone trench along the road which would discharge to the culverts. I'm just not sure how to model that. Any thoughts?
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.
When was the last time you drove down the highway without seeing a commercial truck hauling goods?The ubiquity of these machines underscores the important roll they play in modern commerce. Download Now