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<br />. <br /> <br />. <br /> <br />tion since they are heavily regulated and have a major <br /> <br /> <br />impact on attenuation of flows downstream. All other <br /> <br /> <br />reservoirs were assumed not in place. <br /> <br />2.8 <br /> <br />Diversions <br /> <br />. <br /> <br />All transbasin diversions and agricultural ditches were <br />assumed not in place. <br /> <br />. <br /> <br />3.0 RESULTS AND CONCLUSIONS <br /> <br />. <br /> <br />3.1 Computed Discharges <br /> <br />. <br /> <br />Based on the CUHP-B and HEC-1 rainfall-runoff analysis, <br />peak discharges for floods of the 10-, SO-, and 100- <br />year recurrence intervals were computed for various de- <br />s ign points along each of the 18 study streams located <br />in the City of Westminster, Colorado. The SOO-year <br />discharges were extrapolated from the discharge <br />frequency curve at each design point. The location of <br />the design points are shown on the Study Area Basin Map <br />(Sheet 1, Appendix). Table 3 is a summary of the peak <br />discharges at the various design points. All <br />discharges listed in Table 3 are based on existing <br />conditions. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br />