Fe+ Brine Solution forcing by Earth Tides

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Taylor Glacier in Antarctica features a unique Fe2+ brine solution, resulting in a rusty discharge known as Blood Falls. Seismic data from the area shows strong diurnal signals that are not linked to cultural or other geophysical factors. The discussion centers on calculating the maximum force or stress that this confined brine solution can exert on its walls due to Earth Tides, using a median value of magnetic susceptibility for concentrated Fe brine. While the mechanics and math involved are complex, the challenge invites Fermi-type solutions from those with expertise in the field. The provided resources, including links to relevant articles and Earth Tides data, may aid in addressing this unique problem.

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Squatchmichae
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Here is a esoteric problem that is totally unique in nature: Taylor Glacier, in the Dry Valleys of Antarctica, hosts site of a Fe2+ brine solution, expressed as a rusty discharge at the terminus. There is strong diurnal signals in seismic data gathered from an array co-located there, not attributable to cultural, or other geophysical inputs.

Blood Falls Information site: http://en.wikipedia.org/wiki/Blood_Falls

Challenge: with a median value of magnetic susceptibility for concentrated Fe brine, and assuming volumes on the order of cubic meters (not cubic km, for example), what is the maximum force or stress that a confined solution (subglacially) can exert on it's walls, driven by Earth Tides alone?

Earth Tides Data: http://geomag.usgs.gov/

It's outside my expertise (mechanics, math mostly) but someone might have a Fermi-type solution.
 
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I did some quick searches and found an interesting article about Taylor Glacier, which is where this brine is located. It's called Blood Falls, and from what I read it appears that this brine has been there for over a million years. This article (http://en.wikipedia.org/wiki/Blood_Falls) might provide some insights into the problem. The Earth Tides Data link provided looks like a valuable resource as well. Good luck!
 
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