Then I responded to your amphibolite post & pic to me with post 2,636 demonstrating a simple proof of structural & functional soundness when concrete, properly emplaced in amphibolite with a "flip" dispersal system at the end of the original spillway.
Was there a misread of my original post (2,362) in discussing the challenges of anchoring a "flip" design at the end of the damaged spillway?
I didn’t comment on a flip or plunge pool, only on the hardness of the rock. Your reply discussed a flip at the end of the spillway. This was puzzling since I hadn’t commented on that. So I scrolled back to see where the flip pool was discussed and found the article which proposed trying to jump over the crater in the spillway. This differed from a flip at the end of the spillway, hence my comment.
We were talking about two different things and talked right past each other.