A lengthy response
If your goal is to win some battle of attrition then as you can see it is not likely. .
There is no battle and attrition is a poor way to proceed if there were. Intellectual discourse, questioning and seeking answers is an appropriate source of learning. Because I use and recomend this system, I want understand that I am getting things right and not making drastic mistakes.
This system can not possibly be adjusted so it does not allow just the right amount of movement (to develop your highly desired reaction wood
) nor can it in the other direction be adjusted so it does not hit into the end of it's elasticity causing tissue compression.
Excuse me being lost ... I am not sure why the system cannot be adjusted or removed in the unlikely event that the tree has reacted appropriately and or the target below has changed. Can it be adjusted precisely ... no of course not but does that make the system invalid? ... I don't think so. I am not sure that you or I can quantify the "right amount of movement" but some movement is better than none.
Perhaps another bracing application that demonstrates the point well is guying. If a tree is guyed too rigidly it will not develop appropriate caliper and will always need support. How much movement is enough? As much as it wants may not be appropriate as the stem may want to bend over
Unfortunately a braced horizontal limb with a loaded cable has no stimuli to produce tension wood or prop tissue (thigmomorphogenesis will not occur). It is no different if it is braced or propped and you are right in this situation the branch is dependant on the system for ever. As a result of the limb "sensing" that it has adequate support it is more prone to elongate. As the tree grows it may then need additional bracing.
I find it odd that a practicing arborist finds it difficult to understand the benefit of dynamic systems given our constant use of ropes that have varying dynamic properties. Before braided rope there was 3 strand ... so bouncy but that did not make it fail. Then there was rock climbing rope ... static was easy to climb but take a fall or use it for rigging with a lowering device and you wished you had dynamic rope. Dynamic rope was great except when you had a 200 foot length you were trying to body thrust.
Yes you have 2,000 braces but I would have supported 100 times that number of branches using rope (and you have probably done 5 times more than me again) as a part of tree removal. We already have a fair idea how much a limb will deflect when loaded (with a climber) or when partial failure occurs (cutting part the way through with a chainsaw)
In fact here is a great example.
We have a horizontal branch that we are concerned about. So we tie in, we set the dynamic brace up on the trunk so that we maintain the appropriate angles and ratios and then we come down and limb walk to the point of attachment.
I know that you are still agile but I am a little heavy footed now days so I would probably be loading the limb by 50 pounds or more. The limb drops 18 inches by the time I get to the brace point. The limb is fine, it doesn't break and I brace it with "Cobra" whilst I am sitting on it. I tighten the brace firmly. When I move back to the stem the brace appears to have a little slack.
Is the limb likely to reach breaking point as a result of a vertical load? I guess it may be possible but not very likely since the brace limits deflection. Years of lowering branches tells us that it is unlikely.
Can the limb be stimulated by various downward loads? Yes because the limb gets little to no support when it is unloaded! So now we have reaction wood being developed. We have a limb that is getting stronger ... Hmmm
During heavy loading will there be damage to the cambium ... perhaps but remember the brace is not supporting the weight of the limb but rather it is assisting in carrying any additional load since the branch itself continues to take the initial mass of the limb plus the extra 50 pounds. Lets assume smow and that the load gets to 500 pounds at the point of the brace. Given the surface area of the system the brace will be applying a lot less pressure than we get from a lot of every day rigging situations.
Observation is not enough! Do we exceed 860kPa. Sorry to go metric but it easier when doing maths. Assume a 2.5cm wide system applying a force over a length of 100mm (roughly 2 inches by 4 inches). 1 / (0.025 x 0.1) x 500 = 200kpa. We can conclude scientifically that generalised cell rupture will not occur.
What mistakes have I made? I know that there were a lot of assumptions in the above example and these assumptions exist because we are not talking about a real example so I apologise for that and ask for leniency in the pain you are about to inflict:greenchainsaw: