What are the limitations on entry, and exit angles for directional drills?
Not so much a Civil 3D related question, as I already use Profiles drawn using Tangents and Curves to represent my directional drills. I'm posting this here, as I was hoping to get some good ole' fashioned design expertise! Haha
Here in Florida, it's been my experience working as a designer, and field inspector for lengthy drilling projects, that directionally drilled/bored HDPE connects to a PVC main via 11.25 degree bend (along with reducer, megalugs, etc. as needed).
My Engineer for this project insists that I specify 45 degree bends - I just cannot see a drilling machine elevate, and maintain that angle for the entirety of a +/-1,000 FT drill, let alone elevating the pipe at the other end in order to even pull it back through - if your experience is different, or you have documentation that would educate me otherwise, please let me know?
Cheers