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<br />ou?~31 <br /> <br />k~ <br /> <br />~' ,:;:; <br />'!: ' <br /> <br />','} <br />.',",' <br /> <br />5.0 <br /> <br />i;,,'} <br />;:,":';:' <br />I <br /> <br />;~:-,'.! <br />f~~~~:' <br /> <br />o <br />z <br />o <br />() <br />w <br />(jJ <br />0: <br />W <br />ll- <br />l- <br />W <br />W <br />LL <br />() <br />1i'i <br />::J <br />() <br />;;; <br />;; <br />o <br />--' <br />LL <br />:;; <br /><( <br />W <br />g: <br />(jJ <br /> <br /> <br />., <br />~2': <br />","", <br /> <br />~ <br />~I <br />';;~',~,~ <br />;:."," :~ <br />,:",':"" <br />;:';;:,;{ <br />?~}~ <br />!i..:J.:. <br />rj~ <br />~ <br />.~~. <br />~:ti~ <br />'\t.<" <br />~1 <br />~.~ <br />i~' <br />~ <br />~'l:>.:? ' <br />~ ., <br />~;?;~: <br />~:"::~~ <br />".-:-; <br />,.;.;, <br /> <br />\. <br />"- <br />............... <br />7- <br /> <br />Simula led <br /> <br />~~~: <br />;:f{ <br />.,"i,,:< <br /> <br />1.0 <br /> <br />"- <br />\. <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br /> <br />;~) <br />;d:~. <br /> <br />0.5 <br /> <br />0.1 <br /> <br />00000000 L() coO'> <br />N Mo::tLO(Q1'- co Q) (j) mO'> <br /> <br />Ol <br />Ol <br />cri <br />Ol <br /> <br />lOT"" N L()"'- N l!') 0 <br />o 0" . <br />d dOO 0 <br /> <br />Ol <br />cri <br />Ol <br /> <br />PERCENTAGE OF TIME THAT STREAMFLOW IS EQUALED OR EXCEEDED <br /> <br />Figure 8.--0bserved and simulated streamflow for the period of record <br />(water years 1976-81) for streamflow-gaging station Jubb Creek <br />near Axial (09250610). <br /> <br />Basin storage is an important component of the water balance. In these <br />semiarid drainage basins, the storage of water from a previous wet year is used <br />in subsequent dry years. This is indicated in the model results by the sequence <br />of pluses and minuses through the years as listed in table 7. <br /> <br />Water storage that is used in subsequent years or in a sequence of wet <br />years to augment streamflow is shown in figure 9, which is a plot of the <br />relation of annual net precipitation to observed and simulated annual stream- <br />flows, in inches, for one streamflow-gaging station. The plot indicates that <br />the relation between annual net precipitation and annual observed or simulated <br />streamflow is not strictly linear. For example, water years 1978 and 1980 have <br />almost the same net precipitation; however, the observed streamflow ranges from <br />1.76 in. in 1978 to 3.35 in. in 1980. The annual precipitation for the <br />preceding year was much different in these two instances--1977 was a dry year <br />and 1979 was much wetter. The simulated streamflow for 1978 was about 2.0 in. <br />and for 1980 was about 2.4 in. These simulated values follow the same trend as <br />the observed values, but the simulated values do not have the large difference <br />that occur in the observed values. <br /> <br />;;;9.:: <br /> <br />'::::' .. <br />i,:.,:J!; <br /> <br />. ,~.- <br />. ',"', <br />~'[.)~' <br />~;'> <br />-:.J':, <br />;fl~f <br /> <br />~~1fr <br /> <br />26 <br /> <br />,",,",' <br />',,',' <br />,;;'- ~ ' <br /> <br />&~ <br /> <br />-:. <br /> <br />,) " <br />