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<br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />( <br /> <br />( <br /> <br />Dr. ,John Li au <br />t-b.y 2) 1980 <br />P~se T~'10 <br /> <br />Apnroxi~~te Study Dishharqes <br /> <br />I Discharge <br />~ <br /> <br />4.102 <br />7,923 <br /> <br /> <br />+ COITTI!unit'l <br /> <br />St~ar;] <br /> <br />10-yr 50-yr 100-yr 500-Yr <br /> <br />The Hydrologic Sumw.ar; will be revised Ihen all the hydrologic ana- <br />lys~s for each cOITTI!unity is finalized. If you have any further <br />comments o~ the flow rates reco~~nded for the t~flns of Salida, <br />BueneaVista and Gunnison, please let r.~ kn~~ a~ s?on as possible. <br /> <br />Sincerely yours, <br /> <br />Arkansas River 3,442 <br />.zArkansas River . ...., ,,., 4,924 <br /> <br />3,342 <br />6,225 <br /> <br />3.930 <br />6,750 <br /> <br />Buena Vista <br />Salida <br /> <br />'.' <br /> <br />eMIP DRESSER [, r1cKEE INC. <br /> <br />, <br /> <br />"~' ..-" -.. <br /> <br />Ri chard il. ~Iray <br />Project En9~neer <br /> <br />~. .:.; ': ',;:"',,' .~. <br /> <br />RN\il1 at <br /> <br />',." <br /> <br />cc: Gene Jencsok, C'deB <br /> <br />" <br /> <br />,,, <br /> <br />~<'{ ;~~ \ ;--'-~'" ; ..._:': <br /> <br />, <br /> <br />-- ."Y, . <br /> <br />, -.~' <br /> <br />:".-..:} <br /> <br />-~'- ~ -:-;-:-!j:- ," <br /> <br />., ~ <br /> <br />. " ,- .... <br />", <br /> <br />. ~,~ ~,., <br /> <br />:;r .~. , <br /> <br />. ~.1 j';":- <br /> <br />'-~ <br /> <br />....-":-..-..:;:-1.. <br /> <br />~ " ~/"'..: <br /> <br />~" <br /> <br />;... -.'\ :-:: <br /> <br />,-'1" <br /> <br />I <br />