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<br /> <br />IrrrERMEDIATE REGIONAL FLOOD <br /> <br />The Intermediate Regional Flood is one that could occur about once <br /> <br /> <br />in 100 years on the average, although it may occur in any year. This <br /> <br />flood was determined by the use of flow-frequency curves derived <br /> <br /> <br />from streamflow records. Consideration was given to characteristic <br /> <br />climatic conditions as they relate to snowmelt, and to runoff <br /> <br /> <br />characteristics of the basin, taking Into account transmountaln and <br /> <br />Irrigation diversions, and the effect of Incidental storage provided <br /> <br /> <br />by upstream conservation reservoirs. Flows on the Gunnison River <br /> <br />were further modified to reflect flood control operations of Paonia <br /> <br /> <br />and Blue r4esa Reservoirs. Modification of floodflows on the Gunnison <br /> <br /> <br />River substantially reduces peak flows In the Colorado River down- <br /> <br /> <br />stream from the mouth of the Gunnison River. <br /> <br />The peak flows derived for the Intermediate Regional Flood on <br />the Colorado River above and below the mouth of the Gunnison River <br />and on the Gunnison River below Redlands Dam are shown In Table'2. <br />Stage hydrographs of flows In the Colorado and Gunnison Rivers, typical <br />of those to be expected for an Intermediate Regional Flood in the <br />study area are shown on Plate 3. <br /> <br />STANDARD PROJECT FLOOD <br /> <br />Standard Project Flood runoff Is that generated by the most severe <br /> <br /> <br />combination of meteorological conditions reasonably characteristic of <br /> <br /> <br />the hydrologic region, excluding extremely rare combinations. Peak <br /> <br />flows for the Standard Project Flood on the Colorado and Gunnison Rivers <br /> <br />were developed Tn the same manner as described for the Intermediate <br /> <br /> <br />Regional Flood. Peak flows for selected locations on the two rivers <br /> <br />are shown In Table 2. <br /> <br />16 <br />