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<br /> 10 "v Simulated <br />0 \ <br />z \ <br />0 <br />0 <br />w <br />(/) 5.0 ~ <br />a: <br />w \ <br />a.. <br />f-- <br />w <br />W <br />u- <br />g <br />en <br />:> <br />0 <br />~ <br />,; <br />0 1.0 <br />--l <br />u- <br />:2 <br />-0: <br />w <br />a: <br />tii 0.5 <br /> <br />UU':,{..0''l: <br /> <br />50 <br /> <br /> <br /> <br />0.1 <br /> <br />L{)"-C'\JLO"-C\l <br />o C!d d c:i <br />o 0 <br /> <br />PERCENTAGE OF TIME THAT STREAMFLOW IS EQUALED OR EXCEEDED <br /> <br /> <br />en 0 <br /> <br />0000000 <br />C\J ("I) o::f' L() <.0 t- OC> <br /> <br />o II) co 0) <br />O'l (j) Cj) 0) <br /> <br />0) <br />cr; <br />0) <br /> <br />Figure 5.--0bserved and simulated streamflow for the period of record <br />(water years 1979-81) for streamflow-gaging station Hubberson Gulch <br />near Hayden (09244464). <br /> <br />23 <br /> <br />. };>;)~ <br /> <br />(~~,~, <br />)..:"::--: <br />.., <br /> <br />..'" <br />:.~\!,: <br /> <br />I <br /> <br />',.." <br /> <br />~~~;; <br />~;l <br />:it.~ <br /> <br />,:. <br /> <br />.~':' <br />'..'. <br />~: /'; <br />,';~' , <br />:,~:2i <br /> <br />0) <br />0) <br />cr; <br />0) <br /> <br />~~;., <br />~1~~~ <br />~1~~ <br />i <br />~;~;:~ <br />~?:':" <br />~,:'~~:t: <br /> <br />~? <br />~~}1~ <br />~~~i <br />~i;~ <br /> <br />I <br />;}~?' <br />[:ir;:: <br />l,;:'~<;;'" <br />t~,< <br />~~1~ <br /> <br />~:!",~.~~ <br /> <br />t~: <br /> <br />~;~;}~-; <br />~~:v;~ <br />:~,~::'i <br />:~: "'.' <br /> <br />x <br /> <br />",~"~ <br />