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<br />HYDRO-TRIAD, LTD.
<br />
<br />FIGURE JI[.9
<br />
<br />
<br />1,000.
<br />,
<br />,
<br />,
<br />
<br />1 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 />,BGoreCreek@BlackGore
<br />9 KunterCreek
<br />10 Komestake Creek
<br />11 Eagle River @ Red Cliff
<br />12PJneyRiver@StateBridge
<br />13 Gore Creek @ Mouth
<br />14 Eagle River @ Eagle
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<br />DRAINAGE AREA (sq. mi.)
<br />
<br />The MEAN curve is a least+squares
<br />determination. The UPPER ENYELOPE
<br />is 1.5 standard deviations repre-
<br />senting 93.3% confidence limit.
<br />
<br />GORE CREEK FLOOD PLAIN
<br />SNOWMELT DISCHARGES
<br />25 YEAR
<br />
<br />HYDRO-TRIAD, LTD.
<br />
<br />FIGURE m-IO
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<br />1 Bighorn Creek
<br />2Pitk1nCreek
<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
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<br />
<br />.
<br />
<br />DRAINAGE AREA (sq, ml,
<br />
<br />The MEAN curve is a least.squares
<br />determination. TheUPPERENYElOPE
<br />is 1.5 standard deviations repre-
<br />senting 93.3% confidence limit.
<br />
<br />GORE CREEK FLOOD PLAIN
<br />SNOWMELT DISCHARGES
<br />50 YEAR
<br />
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