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<br /> <br />001908 <br /> <br />o <br />z <br />8 1000 <br />!M <br />,0:: <br />UJ <br />Q, <br />I;; 600 <br />w <br />u. <br />u <br />in <br />:l <br />U <br />~ <br />uj <br />a? <br /><( <br />J: 100 <br />ill <br />Ci <br /> <br />10,000 <br /> <br />;< <br /> <br />;.: <br /> <br />;,: <br /> <br />,,' <br />N <br /> <br /> <br />,'- <br />I' <br /> <br />6000 <br /> <br />60 <br /> <br />" <br />I <br />:..\ II <br />i!\ ~ n A <br />i ill I ," 1\ <br />: I I : /I <br />\" ;'1 'I /, \ I <br />: 'I 'll'l ~ <br />i i I I fi {n <br />i i : IIi 'I:: .1'/ \\:, <br />i i I 'ii <br />I; I';; <br />Ii I,';; i:".i <br />;1 111 <br />;'.' I'.,' I .' <br />:: I':: ~ <br />~ ~1I1! <br />I : I, <br />f J II <br />!i 'I' <br />.' <br />V <br />10 20 <br /> <br />" <br /> <br />Historical <br />------ Option 3 <br />................... Option 4 <br /> <br />,.. <br />.... <br />. .,~ <br />',' <br /> <br /> <br />10 <br />o <br /> <br />:J <br /> <br />....>: <br /> <br />:::f:; <br />;:;, <br />,,", <br /> <br />;,.,," <br />rY.. <br />~.i:1 <br /> <br />,;i~; <br /> <br />;:.i:~' <br />~::.: <br />.~rf <br />,,?) <br />;::?J <br />V~4: <br /> <br />'. <br /> <br />f~1 <br /> <br />:~~:~\; <br /> <br />l~':f:~ <br />~h::: <br /> <br />'....,'.. <br />::<.:.::~ <br /> <br />30 <br />TIME. IN YEARS <br /> <br />::{:fi~~' <br /> <br />I <br /> <br />40 <br /> <br />60 <br /> <br />60 <br /> <br />;~,'. '_.", <br />'-::'i"f:". <br /> <br />Figure 11. -- Simulated historical mean annual stream flows for reservoir- <br />development options 3 and 4 and historical conditions at control <br />point 39, Yampa River at Steamboat Springs, Colo., with all proposed <br />diversions, <br /> <br />;:}:~:/ <br /> <br />;~i~:::~~~ <br />~~; .~~: .~;, <br />\'(."~':, <br /> <br />i.,.:'" <br /> <br />;'<>;';: <br /> <br />',',.: <br /> <br />..'....., <br /> <br />.';/:'-:<' <br />'~<'.;~; <br /> <br />~.' . .' <br /> <br />29 <br /> <br />,':. <br />:;. :::~:;: ::: <br />~,~:,;:- : <br />