ZOOMIE1980 -> RE: Comprehensive WitP ENG unit testing... (9/15/2004 6:07:11 PM)
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ORIGINAL: Apollo11 Hi all, quote:
ORIGINAL: ZOOMIE1980 It seems the construction ratios from size to next size are all some sort of linear relationship. In your 6 + 9 + 12 + 15 + 18 + 21 + 24 + 27 + 30 statement it appears the difference in "size" (abstracted to mean the complexity of infrastructure as well as the mere length of the runway, etc...) between a 1 and a 2 is the same as between an 8 and a 9. While I don't think it is reasonable for this relationship to be exponential or logarithmic, I do believe it should have some sort of quadratic polynomial type relationship whereby a the difference between a size 8 and size 9 was DRAMATICALLY different than that between a size 1 and size 2. For example, take the size of the port facilities today at the Long Beach docks in California or New Orleans (call that a size 10) and those at Charleston, SC (call that a size 8). It would take YEARS and hundreds of millions of dollars of investement to get Charleston up to the capacity of Long Beach. But take the port at Jacksonville and compare to Charleston (Jacksonville being a 6 or maybe a 7) and it would not take near that much to get Jacksonville up to the size of Charleston. This is good example and nice thinking! BTW, since we now know formulas (through what I discovered) how bases are build below SPS limits in current WitP what exact formulas you suggest and how would that practically translate in time of contraction? Also my point exactly (as well) is that large bases took months (years in peacetime - Singapore and Pearl Harbor for example) to build and that it took a lot of ENG, a lot of supplies and lot of $$$... Leo "Apollo11" I'll have to think on it a bit. I an equation of a good, gradually increasing curve, but not as extreme as a pure exponential one, with a 0 Y intercept. Probably a fairly simple one at that.
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