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<br />-- - - - - - - - - - - - - - - - - - - <br /> <br />TABLE 5. SUMMARY OF FLOOD FREQUENCY DATA FOR THE <br />EAGLE RIVER FROM PREVIOUS STUDIES <br /> <br /> Peak Discharge, cfs <br /> Drainage Area, <br /> square miles IO-year 50-year I 00, year 500- year REMARKS <br />Location <br />At Gaging Station Below Gypsum 944 5,890 7,430 8,030 9,330 (I) <br />Downstream of U.S. 40 944 5,904 7,564 8,223 9,727 (2) <br />Upstream of Gypsum Creek Confluence 808 5,300 6,690 7,230 8,400 (3) <br />Upstream of Brush Creek Confluence 658 4,590 5,800 6,260 7,280 (4) <br /> <br />(1) Calculated by JFSA following Bulletin 17B guidelines. (50 years of flow data) <br />(2) From F.LS, for Town of Gypsum. (March 1981) (33 years of peak flow data) <br />(3) Calculated by JFSA applying adjustment equation to gage values. (0.9 factor). Peak flows at downstream end of study reach. <br />(4) Calculated by JFSA applying adjustment equation to gage values upstream end of study reach. (0.78 factor) <br /> <br />