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<br />I <br /> <br /> 400 <br /> 360 <br /> 320 <br /> 280 <br />~ 240 . <br />!:!. <br />~ <br />0 <br />" 200 <br />E <br />, <br />E <br />'e 160 <br />i <br /> 120 <br /> 80 <br /> 40 <br /> 0 <br /> 0 <br /> <br /> <br />I <br /> <br />.A.nnual minimum ~ows. Maytlell gage, 1917 to 2003 <br /> <br />I <br /> <br />1997 - <br />235 cis <br /> <br />I <br /> <br />1999 - <br />166 cfs <br /> <br />1998. <br />110 cfs <br /> <br />I <br /> <br />I <br /> <br />0.1 <br /> <br /> Median- <br /> 117cfs <br /> I <br /> 2003- 43 cis <br />0,3 0.4 0,5 0.6 0,7 0,8 0,9 <br /> <br /> <br />I <br /> <br />I <br /> <br />0.2 <br /> <br />Excedence Frequency <br /> <br />I <br /> <br />Fif,'lIre 6. Exceedence frequency curve for annual minimum flows at the Maybell Gage, <br />Yampa River. <br /> <br />I <br /> <br />25000 <br /> <br /> <br />1997. <br />26500 cis <br /> <br />Annual pcak flow s. P"dlisade gage, 1991 \02003 <br /> <br />I <br /> <br />30000 -- <br /> <br />----. --.- -..--- .---.---- ---- ..-----..-- ----.- --- - <br /> <br />2003 - <br />120300 ct. <br /> <br />I <br /> <br />20000 <br /> <br /> <br />2001. <br />8010cfs <br /> <br />~ <br />~ <br />~ <br />. <br />:. 16000 <br />;; <br />, <br />c <br />c <br />'" <br /> <br />2000 . 13500 <br />,r. <br /> <br /> <br />10000 <br /> <br />soon <br /> <br />Median - <br />13.950 cta <br /> <br />2002. <br />2980 et. <br /> <br />o <br />o <br /> <br />0,1 <br /> <br />0,2 <br /> <br />0,3 <br /> <br />0,4 <br /> <br />0.5 <br /> <br />0.. <br /> <br />0,7 <br /> <br />0,8 <br /> <br />0.9 <br /> <br />Exc.ed.nee Frequonc)' <br /> <br />Figure 7. Exceedence frequency for annual peak flows at the Palisade gage, Colorado River <br />for the period ofrecord (1991-2003). <br /> <br />10 <br />