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<br />~ <br /> <br />HYDRO-TRIAD, LTD. <br /> <br />FIGURE m-IQ <br /> <br />- <br /> <br /> <br />I Bighorn Creek <br />2 Pitkin Creek <br />3 Middle Creek <br />4 Booth Creek <br />5 Red Sandstone Creek <br />6 Black Gore Creek <br />7 Piney River @ Piney Lake <br />8 Gore Creek @ Black Gore <br />9 Hunter Creek <br />10 Homestake Creek <br />11 Eagle River @ Red Cliff <br />12 Piney River @ State Bridge <br />13 Gore Creek @ Mouth <br />14 Eagle River @ Eagle <br />, '" <br />, .f..---.-....... no' , -t-.._: .,.~ <br />, <br />, <br />, <br />, <br /> <br />. <br /> <br />. <br />. <br />-", <br /> <br />w <br />o <br />" <br />< <br />. <br />U <br />~ <br />o <br /> <br />, <br /> <br />100' <br />, <br />. <br />, <br />. <br />, <br /> <br />. <br /> <br />, <br /> <br />, <br /> <br />, . ..'. <br /> <br />, <br /> <br />. <br /> <br />DRAINAGE AREA {sq. ml.l <br /> <br />The MEAN curve is a least-squares <br />determination. The UPPER ENVELOPE <br />is 1.5 st~ndard deviations repre- <br />senting 93.3% confidence limit. <br /> <br /> <br />GORE CREEK FLOOD PLAIN <br />SNOWMELT DISCHARGES <br />50 YEAR <br /> <br />~ <br /> <br />" <br /> <br />HYDRO-TRIAD, LTD. <br /> <br />FIGURE ]I! -II <br /> <br /> , <br /> . <br /> , <br /> . <br /> , <br />- . <br />. <br />. <br />u , <br />W <br />0 <br />" , <br />~ <br />u <br />" <br />0 <br />IPoo, <br /> , <br /> . <br /> , <br /> , <br /> , <br /> . <br /> , <br /> , <br /> <br />, <br />I <br />, <br />" <br /> <br />1 Bighorn Creek <br />2pltkfnCreek <br />3 Middle Creek <br />4 Booth Creek <br />5 Red Sandstone Creek <br />6 Black Gore Creek <br />7 Piney River @ Piney Lake <br />8 Gore Creek @ Black Gore <br />9 Hunter Creek <br />10 Homestake Creek <br />11 Eagle River @ Red Cliff <br />12 Piney River @ State Bridge <br />13 Gore Creek @ Mouth <br />14 Eagle River @ Eagle <br /> <br />100.0 <br />, <br />. <br /> <br />I'~.,.., ' <br /> <br />":1 <br />11-,",,1 <br /> <br /> <br />,._" <br /> <br />,;-'.'" <br /> <br />",'" <br />~ <br />, , <br />--. ,e <br />.' ," <br />-t-, .., <br />, ,: I""" <br />;.;.;.;;. , <br />"'~,;' <br />,.....;, <br />1 <br /> <br />'",.:.. '; <br />, <br />, <br /> <br />':i: <br /> <br />'-'.'. <br /> <br />"I" <br />I <br /> <br />-r :i <br /> <br />. <br />, <br /> <br />.. ,..., <br /> <br />,. <br /> <br />-..... <br /> <br />,,,. <br /> <br />, <br />il <br /> <br />"" <br />: ~ :.; <br /> <br />:i <br /> <br />: I , ~ : , <br />,'::,11 <br /> <br />;:. 'j <br /> <br />.. <br />, ,-"." <br />~:::: <br />,..,l.... <br />, ,"'" <br /> <br />"I-:- <br />-i' -1"- <br />t' '," <br />',,' <br /> <br />;'''1 <br />":1 <br />''','' <br /> <br /> <br />, <br /> <br />,"!. <br /> <br />..".,... <br /> <br />'on <br /> <br />1"'-'" <br /> <br />"::- <br /> <br />;:~'..':" '..'.' <br />".-,'."T.''-' <br />.r :tt,;.o <br />,,!,.',....!: <br /> <br />:~t;. -- <br /> <br />~" <br />...". <br /> <br />.':'; <br /> <br />..,. <br /> <br />.1 <br /> <br />-j~,h <br />" <br /> <br />, <br />''I" <br /> <br />, <br /> <br />il~ ~:l'.:>:; <br />....,..... <br />-if: "PI:": <br />"",::: <br />',' .'!' <br /> <br />.1' <br /> <br />I'" <br />'" <br /> <br />'",' <br />---. <br /> <br />:::::i!: <br /> <br />:,;':, <br />'-1-'-. <br />'''1'' <br /> <br />]!': <br /> <br />,':-',:":,,,:::r <br />:;C::. ,!J <br />,,~: : !.r. ".._ <br /> <br />.' <br />;"C, <br />....+f" ';1: <br />.~. ...r t... <br />~-l""'- J: ,: <br />:.....T_I' ~.. <br />..... ~., ...... <br /> <br />",- <br /> <br /> <br />'L, <br />!-!.- <br />,'" <br /> <br />,_ n" <br />'., , <br /> <br />-::'1 <br /> <br />,. <br /> <br />""';"'" <br />;"i::I;::I: <br />,., <br /> <br />, <br /> <br />1001 <br /> <br />'-;'1 <br />"'- <br />, <br />. . <br /> <br />.... <br /> <br />, <br /> <br />",' <br />,fr ':: <br />-, <br /> <br />'* <br /> <br />. <br /> <br />. <br /> <br />, "" <br /> <br />, <br /> <br />. ~.,..IOO <br /> <br />.. ,. <br /> <br />, <br /> <br />, <br /> <br />, <br /> <br />DRAINAGE AREA (sq. mi ) <br /> <br />The MEAN curve is a least-squares <br />determination. The UPPER ENVELOPE <br />is 1.5 standard deviations repre- <br />sent1ng 93.3~ confidence limit. <br /> <br />GORE CREEK FLOOD PlAIN <br />SNOWMELT DISCHARGES <br />100 YEAR <br />