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<br />TABLE 1 <br /> <br />HENSON CREEK ANNUAL PEAK FLOWS <br /> <br />YEAR <br /> <br />FLOW (cfs) <br /> <br />DATE <br /> <br />1918 <br />1919 <br />1921 <br />1929 <br />1932 <br />1933 <br />1934 <br />1935 <br />1936 <br />1937 <br /> <br />6-11 <br />5-29 <br />6-14 <br />7-25 <br />6-24 <br />6-10 <br />6-10 <br />6-14 <br />5-25 <br />5-15 <br /> <br />1180 <br />944 <br />2000-2500 (estimated) <br />1720 <br />1200 <br />1190 <br />680 <br />995 <br />786 <br />694 <br /> <br />The largest flood of record on Henson CreE~k occurred in <br />mid-June 1921. Th:',s flood resulted when an unusually heavy <br />snowmelt occurred :',n late May/early June along with 3 days of <br />extremely heavy ra::.ns in early June. It i.s est:imated that the <br />1921 peak flow in Henson Creek was between 2,000 and 2,500 cfs. <br /> <br />In October 19~15, the Corps of Engineers, Sacramento <br />District, developed a 100-year regional snowmelt curve for <br />mountain regions for the Upper Colorado River basin. The <br />100-year snowmelt peak flow for 91 square miles: from the Corps <br />curve is 2,700 cfs. <br /> <br />In an October 1985 consulting engi.neers rElport entitled <br />"Lake Fork of the Gunnison River and Henson CrElek at Lake City, <br />Colorado," regional peak flOW-drainage area relationships were <br />developed for the 10-, 50-, 100-, and 500-year events. The <br />snowmelt flood peak flows that were estimated for each frequency <br />event at the Henson Creek gage are as follows: <br /> <br />10-year <br />50-year <br />100-year <br />500-year <br /> <br />1,400 cfs <br />2,000 cfs <br />2,300 cfs <br />3,300 cfs <br /> <br />The 100-yea! difference is within the accuracy for both <br />regional relationships. However, because of the apparent rarity <br />of the 1921 flood, the 100-year value of 2,300 cfs was used in <br />the development of the peak flow-frequency curve for this study. <br />This curve is shown on Plate 3. <br /> <br />5 <br />