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Trees and wind resistance


jhoek
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Hello,

We had a tall silver maple fall on our car during a storm this September. We are now fighting with the city of London (Ontario, Canada) re. the trees condition. The tree was decayed inside, but we need some way to prove that the wind alone would not have been enough to snap a healthy tree of its size.

Does anyone know of any density/ wind resistance formulas?

 

Thanks!

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Here's an 11-page bibliography; knock yourself out: http://auf.isa-arbor.com/request.asp?JournalID=1&ArticleID=185&Type=2

 

all trees have decay. Your fight with the city sounds quixotic. Pics would help.

 

That's a tad harsh, I don't know how it works in Canada but if the city have been negligent in their tree management surely they are in breach of a duty of care to others?

 

I am a little confused at the direction the OP is taking to this situation.

 

Benchmarking what a healthy tree would withstand is an approach I haven't seen before.

 

In my experience (which is limited to UK law) the onus is on the failed tree.

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To refine the point made by others, in UK law if the harm or damaged caused by the tree's failure was reasonably foreseeable then the owner is negligent and liable.

 

As ever the difficulty is foreseeing. Foreseeing a car being there might not be that hard. Foreseeeing that a tree falling on it would damage it isn't that hard either. Foreseeing the tree falling is the tricky bit. If the rot wouldn't have been apparent to a reasonably skilful inspector, liability would be hard to prove. If the rot was apparent, it still might not have been enough to cause concern. But if the rot was extensive and the tree's failure was inevitable (I think the ISA system uses the word 'imminent') the owner is liable. Somewhere in the middle is a degree of decay that takes the risk from acceptable to tolerable and then another degree that takes it to unacceptable. If the decay resulted in unacceptable risk the owner is liable. If it resulted in tolerable risk the owner would have to show why he tolerated it despite the risk. That's the UK situation anyway.

 

No-one yet has mentioned t/r ratios. That might be a good way of trying to quantify the residual strength. After all, if one is approaching the assessment (even retrospectively) as a VTA, the third stage is estimating the strength of the remaining parts. t/r ratio is part of the toolbox.

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