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<br />0,2 <br /> <br />Median. <br />22,5 efs <br />I <br />0.4 0,5 <br /> <br />2002- <br />1 .4 cfs <br /> <br />-I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />J <br />I <br />I <br />I <br />I <br /> <br />9000 T~ - <br />8000 r--' -- <br /> <br />- 7000 'l- - .--- <br />J!! 6000 --- <br />u <br />~ 5000 F' <br /> <br />~ 4000 ------ ~ <br />~ . . ...... <br />g 3000 I ~ --- n ----- <br /><( 2000 t ---- <br /> <br />1000 - ----- <br /> <br />o --r- <br />o 0.1 <br /> <br />~-=] <br /> <br /> <br />1999. <br />3100 cfs <br /> <br />__2001.____ <br />522 efs <br /> <br />Median - <br />3095 cfs <br />~-~---r- <br />0,3 0,4 0,5 0.6 <br /> <br /> <br />2000 - <br />--TT7pcm <br /> <br />--~r-~- <br /> <br /> <br />2003 - <br />-388 cis <br /> <br />-r--- -----.- <br /> <br />0,2 <br /> <br />0.7 <br /> <br />0,8 <br /> <br />0.9 <br /> <br />Exceedence Frequency <br /> <br />Figure II. Exceedence frequency and annual peak flows for the Dolores River, Bedrock <br />Gage, 1977 to 2003. <br /> <br />i : t1 --~--~~- <br /> <br /> <br />- 40 -- --- <br />E <br />:> <br />E <br />'~ 30 <br />:ii <br /> <br />-~~-J <br /> <br />'ii 20 <br />:> <br />c <br />c <br />c( <br /> 10 <br /> 0 <br /> 0 <br /> <br /> <br />1999- <br />32 cfs <br /> <br />- , <br /> <br />0,1 <br /> <br />0,3 <br /> <br />0,6 <br /> <br />0.7 <br /> <br />0,8 <br /> <br />0,9 <br /> <br />Exceedence Frequency <br /> <br />Figure 12, Exceedence frequency and annual minimum flows for the Dolores Ri ver, Bedrock <br />Gage, 1997102003, <br /> <br />14 <br />