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<br />I <br />I <br />I <br />I <br />I <br />I <br />\1 <br />II <br />I <br />jl <br />il <br />I <br />II <br />II <br />I <br />il <br />I <br />I <br />I <br />I <br /> <br />HYDROLOGY RESULTS <br /> <br />The SW];lM model was used to determine the 2-year, 5-year, 10-year, <br />50-year, 100-year and 500-year frequency discharges at selected <br />locations in the study reach. In addition, the 100-year event <br />was determined neglecting Douglas Reservoir. This discharge was <br />determined to show the effect of a bypass channel around Douglas <br />Reservoir on discharges in the Fort Collins area. <br /> <br />The study reach for this project extends from the Dry Creek <br /> <br />confluence with the Poudre River upstream through the SW4 of <br /> <br />Section 26, approximately 1/2 mile above U. S. Highway 287. <br /> <br />For the 2-year and 5-year flood events, the Eaton Ditch <br />intercepts all flows reaching its channel. Therefore, for these <br />events, separate runs were made upstream and downstream of the <br />ditch. The run above the ditch included only tributary area <br />downstream of the Larimer County Canal since this canal would <br />intercept all flows from the area upstream of its Dry Creek <br />crossing. <br /> <br />Por the 10-year, 50-year, 100-year and 500-year events, the <br /> <br />model was run to include the entire basin. Because of <br /> <br />uncertainties in the response of the canal systems to large <br /> <br />" <br />,,:.'\ <br /> <br />>iI, ~!.. <br />