Jim Lux <jimlux@earthlink.net> wrote:
The tricky thing, of course, is that structural members for ham towers
in typical winds are in that horrible Reynolds number regime around
100,000 where the Cd varies so quickly (and varies a lot depending on
laminar vs turbulent). I remember being amazed that the wing strut on
a Cessna 150 has a lot less drag than a 1/4" steel cable in the same
place would.
My standard tome on this kind of thing is Applied Fluid Dynamics
Handbook, by Robert Blevins, published by Krieger. It's a great
compendium of all the formulas and empirical tables, all converted to be
in the SAME systems of units. I wish they had it in pdf.
>
Jim,
You hit the nail on the head. Seems like such a simple, innocent question
when hams ask for the wind loading on their antenna's and towers.
Even with very specific information about a particular tower construction,
etc. there just is no simple answer. I usually provide a range, as we have
done here: from about 20 to about 35 lbs per sq ft projected area at 90mph.
But it is a fascinating area of study. My first aeronautical engineering
course was about 40 years ago now, at OSU. How time flies. Great discussion,
and thanks for the book tip.
73,
CW-AI4MI
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