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<br />CHAPTER IV <br />HYDROLOGIC ANALYSIS <br /> <br />Flood Characteristics <br />Most of the annual flood flows on Henson Creek and the Lake Fork <br />of the Gunnison within the study area result from rapid springtime <br />melting of the snow pack in the high mountain basins, which comprise <br />the majority of the drainage area for both streams. According to <br />available stream flow records, peak flows occur primarily from May <br />through early July. Snow melt may occassionally be augmented by rain. <br />Stream flows from snowmelt runoff are characterized by sustained periods <br />of high flow and marked daily fluctuation. <br />Periods of thunderstorm activity normally occur during the summer <br />months after the high runoff has receeded. Cloudbursts are normally <br />local ized and cnly occassicnally produce high flows in the stream. A <br />review of available runoff records indicate only one summertime peak <br />flow (outside the normal runoff period). <br /> <br /> <br />Methods of Analysis <br />A hydrologic analysis was carried out to establish peak discharge <br />frequency relationships for floods of 10-, 50- 100-, and 500-year <br />recurrence intervals for the Lake Fork of the Gunnison and Henson Creek <br />in the study area. <br />Streamflow records are available for 9 years on Henson Creek (1918 - <br />1937) and for 14 years on Lake Fork of the Gunnison (1918- 1937). The <br />gauging station on the Lake Fork is located % mile upstream of Lake <br />City. The gauging station on Henson Creek is located 1~ miles above <br />its mouth. <br />Three separate steps were used to calculate flood flows; all three <br />approaches were based on initially calculating peak flows from stream <br />fl ow record s. <br />1. Peak flows from records on the 2 study streams. <br />2. Regional curve for the adjacent area streams. <br />3. Regression equation for the entire Colorado mountain area. <br />