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<br />'" 100 <br />...J <br /> <br />'" <br />0: <br /><l <br />" <br />o <br />'" <br /> <br />70 <br /> <br />U9per Ilmitlof f% Icha1cy curve <br />U per I"mit of 4% c a1cy curve <br /> <br />i <br /> <br />40 <br /> <br />0: <br />'" <br />a. <br /> <br />,I' <br /> <br />o <br />z <br />::l 20 <br />'" <br />'" <br /> <br />.... <br />'" <br />'" <br />... <br /> <br />10 <br /> <br />....... <br />'........... <br />" <br />,~ <br /> <br />i' <br />% <br /> <br />0: <br />'" <br />a. <br /> <br />'- <br /> <br />7.0 <br /> <br />"- <br />~ <br />~', <br />'\. <br />\ <br />\ <br /> <br />1\ <br />1\ <br /> <br />~ <br />CD <br />::> <br />" <br />'!: <br />~' <br />o <br />...J <br />... <br />.... <br />" <br />o <br /> <br />4.0 <br /> <br />NOTE,- Upper numerol on 2". <br />2,0 f- ond 4% cury.. repr...ntl mOKi- <br />mum effective detention period <br />in day. to fill indicated storoQI <br />.torlino from empty reservoir, <br />Lower numeral represents moxi- <br />1.0 ~ mum complet. cycle in days from <br />f- Imply reservoir to full and re- <br />0.7 f- turn to emplY reservoir. <br />, . , , " <br />I I I I I II <br /> <br />'" <br />'" <br />o <br />0: <br />C> <br /> <br />o <br />'" <br />Z <br /><l <br />.... <br />Z <br /><l <br />'"' <br /> <br />,1.1 <br />,lffl <br />I'..... <br />~~ <br />,\?o~ <br />~ \~ <br /> <br />Q <br />c) <br />r~ <br />.... <br />. ... <br />....... <br /> <br />. <br />~ <br /> <br />~, .\ <br />\ \..:f1 <br />\ '!,,;\ <br />\ \ '(;? ,,,, <br />\ ~ ~' <br /> <br />\ \ ~ \ ~/e <br />\ \~~ <br />\. /' <br /> <br />\ <br />\ <br />\ <br /> <br />\ <br />\ <br /> <br />K <br /> <br />'\ '\ <br /> <br />'\ <br />'\ <br />0.2 0.4 0.7 1.0 2.0 4.0 <br />STORAGE REQUIREMENT} IN INCHES OF RUNOFF <br /> <br />.01 <br /> <br />.02 <br /> <br />.04 <br /> <br />.07 0.1 <br /> <br />7.0 10 <br /> <br />40 <br /> <br />70 100 <br /> <br />20 <br /> <br />6.- Storage-required frequency curves to control high flow for Number 1. <br /> <br />Turkey Creek near Seneca, Kans. <br />(Contributing drainage area, 276 sq mil <br /> <br />Figure <br /> <br />II) <br />(j) <br />