Correct - different cut - at parking lot end of weir ... I am pretty certain that is the area that prompted the evac order ... the hardening next to the main spillway is largely intact and the "cut" there was almost entirely just the roadway washing away. Here is one of your earlier pics marked to show the flow - how lateral flow was created and then concentrated with the downhill flow to increase the cutting force. Keep in mid this pic reflects something less than 8,000 cfs flow over the emergency weir ... the force is not large - but it is steady. I suspect as long as the bags stay intact the force even at 12,000 cfs or somewhat higher probably would not be able to dislodge the weight of those bags of rock.