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<br />,. <br /> <br /> 10000 <br /> 9000 <br />~ 8000 <br />~ 7000 <br />u: <br />""' <br />.~ 6000 <br />c <br />a: 5000 <br />" <br />~ <br />~ 4000 <br />~ <br />N 3000 <br />'" <br />Co <br />~ 2000 <br />~ <br /> <br />1000 <br /> <br />40000 <br /> <br />35000 <br />~ <br />-30000 <br />~ <br />u: <br />~ 25000 <br />8 <br />l2oo00 <br />~ <br />~ 15000 <br /><( <br />N <br />% 10000 <br />~ <br />~ <br /> <br />5000 --- <br /> <br />COLO. RIVER AT 15 MILE REACH <br />APRIL FLOW DURATION CURVES <br /> <br />-::::::::::::::::::::::::::::::::-:::::-:-::::::::::::::::r::::::;:::::::::::::::------------ <br /> <br />. . . . . . . <br />, . . . . . . <br />_ un._ '" _____.u____u____________~u_______.uuu___._________~______u__un_____ ____.n__ <br />. . . . . . . <br />.. . <br />. . <br />. . <br />. . <br />. . <br />. . . . . . . <br />. . ' . . . . <br />,n. n__ _________.____________________~_________._________.______________________________ ,_.u.on <br />, , . . . . . <br />.. . <br />.. . <br />. . <br />. . <br />. . <br />, . . . . . . <br />. . . . . . . <br />h..... _________,_________...__________~_________._________._________~__________~_________ __n___n <br />, . . . . . . <br />. .. .. <br />. . <br />. . <br />. . . . . . . <br />. . . . . , . <br />. . . . . . . <br />un_____ _ _____._________~__________._________.__._..._..._...h__~_.....+h.~......... _____n_. <br />. . . . . . . <br />. . <br />. . <br />. . <br />. . . . . . . <br />__n_____ nun..... ..h._..__._..__.___u_.__._._______._________~__________~_________ n.nn__ <br />. . . . . . . <br />. .. . <br />.. . <br />.. . <br />. . <br />. . <br />. . <br />. . <br />_ n_n_n_..__.' <br /> <br />. . <br />n_______ _________"________________nn~ <br />. . . <br />. . <br />. . <br /> <br />. . <br />. . <br />__~---uu--~---u- <br />. . <br /> <br /> <br />o <br />0% 10% 20""" <br /> <br />30""" 40% 50% 60% 70% <br />PROBABILlTv OF EXCEEDANCE (%) <br /> <br />80% <br /> <br />90% <br /> <br />100% <br /> <br />Figure 9 April Daily Flow Duration Curve <br /> <br />COLO. RIVER AT15 MILE REACH <br />MAY FLOW DURATION CURVES <br /> <br />. . <br />. . . <br />. . . <br /> <br />m:!i!!I=;:;m:m <br />-------'---------'---------:-----:-:-::::::::::::::'::::::C:::::::::-:::-:-:::::--:--:--------- <br /> <br /> <br />. . <br />. . <br />. . <br />. . . . . <br />_ _ n _ ~_ _ _ n _ _ n_' _ _ _ _ _ _ _ _ _>n_ _ nn _~nn_ _ _ _ _~_ n <br />. . . . . <br />. ... <br />. . . <br />. . . <br />. . . <br />. . . <br />. . . <br />. . . <br />. . . <br />. . . <br />_~n_______~n____n_~__ <br />. . <br /> <br />. . . <br />. _. __.'u. _ u _ _ _ ~_ __. _ _ __ _ _" _ _ _ _ _ __ _ _. __ <br />. . . . <br /> <br />o <br />0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% <br />PROBABILITY OF EXCEEDANCE (%) <br /> <br />Figure 10 May Daily Flow Duration Curve <br /> <br />22 <br />