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<br />I <br /> <br />I <br /> <br />0611\40892\PREP-FHAO\S3.DOC <br /> <br />CDIII <br /> <br />4/5/05 Cje <br /> <br />3-5 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />'I <br /> <br />I <br /> <br />I <br /> <br />,I <br /> <br />I <br /> <br />I <br /> <br />'I <br /> <br />I <br /> <br />I <br /> <br />3.4 Summary <br /> <br />The flows of the South Platte River in Adams County are influenced by a variety of factors, including snowmelt <br />from the Rocky Mountains, storm events upstream and within the Study Area, trans mountain diversions into, and <br />irrigation and municipal diversions out of the watershed, in addition to municipal return flows. The inherent <br />variability of the river's flows has been tempered significantly by construction of Bear Creek, Chatfield, and Cherry <br />Creek Dams. However, the estimated 100-year peak flows have not increased over time due to the construction of <br />upstream dams. Although Chatfield, Cherry Creek, and Bear Creek Reservoirs provide significant flooding <br />protection to the Study Area, flooding potential from the contributing drainage areas downstream of these facilities <br />remains. Flow for the SOD-year event, which were not included in the Master Plan hydrologic modeling, were <br />developed using upstream identified FIS SOD-year flows (U.s. Highway 85, Clear Creek, and Todd Creek) and <br />multiplying those flows by the ratio of the 100-year flow at the cross-section in consideration and the upstream <br />cross-section. Discharge profiles are shown in Appendix A. <br /> <br />I <br /> <br />I <br /> <br />4/8/05 <br /> <br />Section 3 <br />Hydrology <br />