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Luke, It will be interesting to see the range of answers. My preference is to calibrate each soil and depth against the actual volumetric water content in that soil at the time of access tube installation. Take bulk density and gravimetric samples as you install the access tubes and make repeated neutron probe readings after the probe has stabilized. From there you are off to simple math and regression analysis. If a wide range of moisture conditions do not exist at the time of installation at a given depth in a given soil, then further sampling and measuring are warranted. This very direct system works and produces believable results.