That is one way to approach it. Another way is to recognize that you aren't always dealing with the nice rectangular baffled chambers that we sketch on paper.
When you look at the cross section of a single baffled chamber you get a nice, easy to calculate area, the width times the height. But we are not dealing with rigid materials, we are dealing with materials that have flexible walls. And where down migration is concerned, you need to look at what the expanded cross sectional area of that baffled chamber can be (with adjacent baffled chambers in place) when the down has the opportunity to migrate. When the amount of down used does not fill the space created by that expanded cross sectional area, it can more easily migrate. When the amount of down used does fill the space created by that expanded cross sectional area, then it doesn't shift so easily, if at all. That is what I call a zero-migration down-fill. It takes more down to limit down migration (and baffle spacing plays a huge role in how much more is needed) and it weighs and cost more, but it works better for many applications because in general it is warmer and the down has a very real chance of staying where you want it.
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