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Re: [TowerTalk] Opposing boom to mast plates?

To: towertalk@contesting.com
Subject: Re: [TowerTalk] Opposing boom to mast plates?
From: Leeson <leeson@earthlink.net>
Reply-to: leeson@earthlink.net
Date: Sat, 23 Sep 2023 12:24:55 -0700
List-post: <mailto:towertalk@contesting.com>
Thanks for the link to the very detailed Weber papers. They clarify the issue. The effect is even bigger for side-mounted antennas, say on a rotating tower.

The calculations are based on the assumptions (a) of constant windspeed in all directions across the antennas, and (b) wind pressure is the only source of force on the boom and elements. But this gives a basis to understand the issue and proposes a clever solution.

However, wind shear and vortices (variation across or along an antenna, for example) are ever-present features of real weather, as are up- and down-drafts. Also, the variation of windspeed with height above ground can make a small difference -- it varies as the 1/7 power of height, so an antenna at 60 feet above ground has 5.2% more wind force than another at 50 feet.

Last, experiments I did years ago with small boom and element structures on a pole through the sunroof of my car at freeway speeds showed forces and torques that were not simply perpendicular to the cylinders. A symmetrical structure tended to have stable points at 0°, 90°, 180° and 270°, so there were some shape, shadowing or viscous forces as well.

So what's the lesson here? For big antennas and small rotators, opposing boom mast plates may be helpful, and Weber's analysis provides a quantitative understanding. But a mathematical model is only as good as the assumptions that underlie it. "The model is not the thing", and "experiment trumps theory." Try it and see how it works for you.

Dave, W6NL/HC8L

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