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<br />"' 10 <br />...J <br />i <br /> 7.0 <br />"' <br />II: <br />'" <br />=> <br />0 <br />'" 4.0 <br />II: <br />"' <br />0- <br />0 <br />Z <br />0 2.0 <br />u <br />"' <br />'" <br />II: <br />"' <br />0- <br />t- 1.0 <br />"' <br />"' <br />"- <br /> 0.7 <br />u <br />'" <br />=> <br />u <br />:!' 0.4 <br />~. <br />0 <br />...J <br />"- <br />t- <br />=> 0.2 <br />0 <br />'" <br />'" <br />0 <br />II: <br />'-' <br />0 0.1 <br />"' <br />z <br />'" .07 <br />t- <br />z <br /><i <br />'" <br /> <br /> 15.0 cfs.;n, upper limit o~ 2% (hance curve ,",,- '...~. <br /> 10.6 cfsm, up er limit of 4% (: ance curve "? f.... · ,J:" <br /> r't ,~>- <br /> " ~~~ <br /> ~ ~ "" ..,~~ <br /> ~ i'- "\ 0, ~ <br /> "r-- '\ <br /> ........ ~ \ ~ <br /> "'- "\ '\ <br /> '" <br /> " ~ <br /> ..... \ \ \ <br /> ......... \ <br /> '" \ \ <br /> "'\. \ \ 6 1 <br /> " \ \ ~ \ <br /> \ <br />NOT E.- Upper numeral on 2% '\ \ ~ <br /> \\~ <br />ond 411f. curves represents moxi- ~( <br />mum .fh cl ive detention period '\ \ "\6 '\ <br />;n days to fill indicated storoQ' ::: <br />stortinQ from empty rese rvoir, \ ~J, <br />Lower numerol represents moxl- \ \ <br />~ mum complete cycle in days from <br />I- empty reservoir to full and re- _ \ IJP"'( <br />I- turn to empty reservoir. - <br /> , , ' , , \ 1 1\ , <br /> I I I I I I 1\ I <br /> <br />.001 <br /> <br />.02 .04 .07 0.1 0.2 0.4 <br />STORAGE REQUIREMENT, IN INCHES OF RUNOFF <br /> <br />0.7 1.0 <br /> <br />7.0 10 <br /> <br />2.0 <br /> <br />4.0 <br /> <br />.002 <br /> <br />.004 <br /> <br />.007 .<ll <br /> <br />Figure <br /> <br />13.- Storage-required frequency curves to control high flow for Number 2. <br /> <br />Sappa Creek near Oberlin, Kans. <br />(Contributing drainage area, 870sq mi) <br /> <br />'" <br />Cll <br />