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pg 43-44
http://www.epa.gov/osw/hazard/testmetho ... 00c_v3.pdf
pg 16
http://www.chem.agilent.com/Library/Sup ... a10424.pdf
Is there any significant difference in terms of defining curve suitability? Is one better than the other? Are there any times when there would be large differences between the two? I usually only use %RSD in evaluating my curves, and I don't have a lot of experience in using linear regression.
Any input will be appreciated.
