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<br />,. <br /> <br />002721 <br /> <br />FACTORS FOR CONVERTING <br />STREAM GAGE RECORDS AT REDCLIFF <br />TO <br />DISCHARGES IN THE EAGLE RIVER ABOVE DOWDS JUNCTION <br /> <br /> Eagle River Eagle River at <br /> Runoff at Downstream Limi t of <br /> Magnitude Redcli ff Minturn Ra t i 0 <br /> --------- ----------- ------------------- <br />.. 10-year 770 cfs 1925 cfs 2.50 <br /> 50-year 1030 2550 2.48 <br /> 100-year 1130 2800 2.48 <br /> 500-year 1330 3400 2.56 <br /> Drainage Area 72 sq. mi. 260 sq. mi. 3.61 <br /> <br />USE AFI = 2.5 t 2.0 AFD/CFS = 5.0 <br /> <br />FACTORS FOR CONVERTING <br />STREAM GAGE RECORDS IN THE UPPER GORE CREEK BASIN <br />TO <br />DISCHARGES IN GORE CREEK ABOVE DOWDS JUNCTION <br /> <br /> Gore Creek at Gore Creek at <br /> Runoff Confluence of Confluence with <br /> Magnitude Upper and Lower Red Sandstone Ratio <br /> Gore Ct'eeks Creek <br /> --------- --------------- --------------- <br /> 10-year 940 cfs 1960 cfs 2.09 <br /> 50-year 1280 2600 2.03 <br /> 100-year 1420 2850 2.01 <br /> 500-year 1780 3500 1. 97 <br />\ <br />.., <br /> Drainage Area 34.4 sq.mi. 90.6 sq.mi. 2.63 <br /> <br />USE AF2 = f.O * 2.0 AFD/CFS = 4.0 <br />