Great 7 part series, sir. Much appreciated. Thank you for your time and effort.
@berti22464 жыл бұрын
Great Tutorial thank you!
@danielerwee59944 жыл бұрын
Thank you very much sir.
@angelos.19722 жыл бұрын
Hi John, Thanks very much for sharing this. I was wondering, how do you fix the sections intersecting each others like for example 799 and 666.54 in your example? Is there any way you can make a bend without necessarily cutting them in order to avoid them to intersect? (In the situation when you receive a survey I mean, so you have no surface to cut them from)
@iliasmachairas44663 жыл бұрын
Thanks for the video! When I imported the .geo file I got the following error: "None of the XS's are Geo-referenced". How can I fix it? I have set the projection in Civil 3D via adesetcrdsys command. Any idea?
@mustafaaljuboori99494 жыл бұрын
Great series John it helped me immensely. Do you think you can make a new series on modeling canal/river flow and possibly the hydraulic structures associated with it (i.e. Drop/outlet/culvert structures)? I think that would be a great series, also I need help with that haha. Thanks
@johnedwards41154 жыл бұрын
I am hoping to get some more videos up on running HECRAS analyses, but likely won't be for a few months
@zahrasadeghi42893 жыл бұрын
tanxxx
@ctln7bdd3 жыл бұрын
When I import my polyline banks from Civil3D, the geometry bank stations are shifted to the left of my river centerline. Do you have any ideas as to why this may be happening?
@ctln7bdd3 жыл бұрын
My cross section sample lines are zig-zaged rather than straight to accommodate bends. Maybe the cross section line segment perpendicular to the stream must also cross the bank line perpendicularly?
@MN-vw2lo2 жыл бұрын
@@ctln7bdd I'm having the same issue, we're you able to resolve this?