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<br />, <br />. <br />< .Q01 <br />0 <br />g <br />. <br />0 <br />Z <br />0 <br />~ <br />. <br />. <br />- <br />u <br />"' <br />" <br />u <br />? <br />.. <br />9 .QOOl <br />~ <br />~ <br /> <br />.00001 <br /> <br />.000001 <br /> <br /> , <br />" / <br /> ............ ,y/ "- <br />- Q%Cha f;r r--.... -- - <br /> c~ <br /> ..... <br />,... Il'..Q%Ch nee '-..... j <br /> ".... ~ - - <br /> ./ - '\ <br /> V ....- .......... \ <br /> / ./ I\. " <br /> / / ~ \ <br /> ? <br /> / \ \ <br /> - <br /> , , <br /> 1\ <br /> I \ \ <br /> I I "' \ <br /> I I ~~ <br /> I ~ <br /> " <br /> n <br /> I , I I \ <br /> , - <br /> - <br /> - <br /> <br />0016?3 <br /> <br />.1 <br /> <br />.01 <br /> <br />OCT <br /> <br />NOV <br /> <br />Of( <br /> <br />,^N <br /> <br />'" <br /> <br />M....II. ....pl! <br /> <br />"''' <br /> <br />JUNE <br /> <br />Aue <br /> <br />JUL~ <br /> <br />SEPT <br /> <br />Figure 23.-- Chance exceedance of base flow during months af year <br /> <br />No. 7 Prairie Dag Creek at Norton, Kans. <br />(Total drainage area, 721 sq mi.) <br /> <br />37 <br /> <br />1.0 <br /> <br />0.1 <br /> , <br /> g <br /> ~ <br /> : <br /> z <br /> < <br /> ; <br /> > <br /> . <br /> < <br /> 2 <br /> Q <br />.Q1 : <br /> <br />.001 <br /> <br />.QOOl <br />