Ground Saturation Equation

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rynorris
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Ground Saturation Equation

Post by rynorris » Wed Jun 06, 2012 11:04 am

In order to determine when the ground will be saturated enough for the creeks to flow this year it is obvious the following equation must be followed:
Local precipitation divided by the amount water currently existing in the creeks multiplied by the amount of urine expended on the ground at Wakarusa (both participants and law enforcement because they were almost equal) multiplied by the corresponding rednecks out and about during the event extrapolated from the current water consumed by livestock (but not to forget the ancillary equation of Jethro's, "bovine urinating on a flat stratification") contingent upon grass consumption of water to make hay (but not to forget the reciprocal perspiration donated by the "roll in the hay" contingent up the heat) divided by the dewpoint plus the angle of the dangle of Team Stupid =

Anybody got the answer for this one? :wht:

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Fish
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Re: Ground Saturation Equation

Post by Fish » Wed Jun 06, 2012 12:46 pm

rynorris wrote:divided by the dewpoint plus the angle of the dangle of Team Stupid =
Anybody got the answer for this one? :wht:
From the CRC: Angle of the dangle of Team Stupid @ 85 deg F = -67.3 degrees

That's after the dew is shaken off of course, so there's no dew on the point.

- Fish

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