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<br />12000 <br /> <br /> <br />10000 <br /> <br /> 000 <br />.-.. <br />c:l -10% <br />U <br />'-' . . - 20% <br />~ 000 _50% <br />l)l) <br />- _80% <br />= - - -90% <br />.c <br />U <br />.~ <br />Q 000 <br /> 2000 <br /> <br /> <br />tl <br />q <br /> <br />tl <br />o <br />N <br /> <br />> <br />o <br />Z <br />~ <br /> <br />l: <br />o <br />.. <br /> <br />u <br />~ <br />o <br />.. <br /> <br />c <br />~ <br /> <br />'ll <br />IL <br />.. <br /> <br />'ll <br />:J; <br /> <br />! <br /> <br />a. a. >. <br />~ :f ~ <br /> <br />c <br />~ <br />6 <br /> <br />2 <br /> <br />:li <br />~ <br /> <br />!l' <br />"" <br />N <br /> <br />go <br />"I <br /> <br />go <br />lJ) <br />.. <br /> <br />Figure 2.1. Annual hydrograph for the Yampa River, Maybell gage for 10%,20%,50%,80% <br />and 90% exceedance flows. <br /> <br /> 520 <br /> .... <br /> .wo <br /> "'" <br /> 360 <br />~ 320 <br />~ <br />~ 2ID <br />co::: 240 <br />8 3lO <br />e 160 <br />'S <br />~ 120 <br /> ... <br /> 40 <br /> 0. <br /> Frequency <br /> <br /> <br />Figure 2.2. Flow frequency curve for average daily flow for 82 years for the Maybell gage. <br /> <br />21 <br />