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<br /> 4.0 <br />w <br />= <br />" <br />w <br />0: 2.0 <br />.. <br />::> <br />0 <br />'" <br />0: <br />W <br />0- 1.0 <br />" <br />z <br />" 0.7 <br />u <br />w <br />'" <br />0: <br />w 0.4 <br />0- <br />f- <br />W <br />W <br />LL <br />U <br />'" 0.2 <br />::> <br />u <br />z <br />;< 0.1 <br />" <br />..J <br />LL <br />f- .07 <br />::> <br />" <br />'" <br />'" <br />" <br />0: .04 <br />'" <br />" <br />w <br />Z <br />.. <br />f- .02 <br />z <br />:;; <br />" <br /> .01 <br /> <br /> I <br /> U1PP r'imrt If12% chance clurve <br /> UPP r I mlt of 4% chance curve <br /> t ~ <br /> '( ti <br /> ~ <br /> ~ <br /> - c <br /> , <br /> , <br /> I'-. <br /> "' "- '% <br /> V%........... ~, r-.... /;;-.;... <br /> .....~ f'.-. "- -..~ <br /> , c,~ ~ <br /> ........... "- '" O?, <br /> ----- ~ "- ~ '\ <br /> "- I'\. <br /> P%---- I'-.. "" '\ '(,<0\ f\ <br /> ........ "\ 1\ ~ <br /> r--.... ~ <br /> "- , ~O <br /> , <br /> , , <br /> '\. \. ':t' 1\ <br /> numeral on 2". '\. '\ \ <br />NOT E.- Upper '\. \ \ <br />and 4". curv.. represents mox-i- .0 <br />- <br />mum effective detention period \ ~ \ <br />in doys to fill indicated sloroQe 1'\ \. <br />stortino from empty reservoir. \ \ , <br />Lower numerol represents maxi- <br />mum complete cycle in days from , <br />empty reservoir to full and re- <br />turn to empty reserVOIr. <br /> I I I I I III <br /> <br />.I> <br />o <br /> <br />.00Cll <br /> <br />.0004 <br /> <br />.0007 .001 <br /> <br />.002 .004 .007 .01 .02 .04 <br />S~ORAGE REOUIREMENT, IN INCHES OF RUNOFF <br /> <br />.07 0.1 <br /> <br />0.4 <br /> <br />0.7 1.0 <br /> <br />0.2 <br /> <br />.0002 <br /> <br />Fioure <br /> <br />17.- Storaoe-requiredfrequency curves to control hiOh flow for Number 6. <br /> <br />Beaver Creek near Beaver City, Nebr. <br />(Contnbuting drainage ';rea, 1,790 SQ mil <br />