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<br />3.1 Stream Gaging_~tation~ <br /> <br />002714 <br /> <br />There have been at least ten stream gaging stations operating in <br />the Gore Creek basin from time to time since 1944. Seven stations are in <br />operation at the present. A gaging station located on Gore Creek near <br />its mouth was operational from 1944 to 1956. Two stations with fairly <br />good records and a combined drainage area of 26.1 square miles are <br />located in the headwaters ("Gore Creek at Upper Station near Minturn" and <br />"Black Gore Creek near Minturn"). <br /> <br />Seven stream gaging stations are known to have been operational in <br />the Eagle River basin above Dowds Junction. A gage on the Eagle River at <br />Redcliff, drainage area of 70.0 square miles, has been operational from <br />1911 to 1925 and from 1945 to the present. <br /> <br />3.2 Flood History. <br /> <br />A study of gage <br />than average flows <br />following dates: <br /> <br />records in the Gore Creek basin indicated higher <br />on Gore Creek at Dowds Junction have occurred on the <br /> <br />June 18, 1951 <br />June 7,1952 <br />June 25, 1983 <br />May 25, 1984 <br /> <br />The highest measured discharge on Gore Creek <br />per second in 1952. While no measurements are <br />1984, it is estimated a peak discharge of about 1300 <br />Gore Creek during the 1983 runoff. <br /> <br />was 1780 <br />available <br />cfs was <br /> <br />cubic feet <br />for 1983 or <br />reached on <br /> <br />Higher than average flows in the Eagle River above Dowds Junction <br />have occurred on the following dates: <br /> <br />June <br />June <br />June <br />May <br /> <br />7, <br />5-26, <br /> <br />21, <br /> <br />26, <br /> <br />1957 <br />1969 <br />1983 <br />1984 <br /> <br />The 1957 flood was caused by a combination of snowmelt and rainfall <br />runoff and was estimated to have had a discharge of 1500 cfs. The 1969 <br />flood was caused by snowmelt and was estimated to peak at about 800 cfs. <br />The 1983 runoff above Dowds Junction is estimated to have peaked at about <br />1300 cfs. <br /> <br />The peak discharge downstream of Dowds <br />estimated to have been about 2450 cfs on <br />reconstructed from an analysis of upstream gage <br />in Figure 2. <br /> <br />Junction during 1983 is <br />June 25, 1983. Hydrographs <br />data for 1983 are shown <br /> <br />J) <br />