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<br /> <br />ii <br />,; <br />i <br />, <br />i <br />, <br />i <br /> <br />in the study reach, are above the Intermediate qesional Flood (I ,R,F.l. <br />Portions of the approach roadways are overtoopec except at road I I~ <br />where al I of the I.R.F, flows would be confined in the channel under <br />the bridge. <br /> <br />PAST FLOODS <br /> <br />This section describes the flood histories and storm <br />characteristics typical of the Loveland area. <br /> <br />Obstructions to Flood Flows <br /> <br />Elevated roadways that cross the flood olain imoede flood <br /> <br /> <br />flows and raise the water surface to a degree dependent on the hei~ht <br /> <br /> <br />of the roadway and the size of the waterway opening at the bridge, <br /> <br /> <br />likewise irrigation diversion structures may impede flood flows. <br /> <br />The diversion dams or weirs impede channel flows whi Ie the embank- <br /> <br /> <br />ments adjacent to the diversion ditches impede overbank flows. The <br /> <br />effects of the roadway and irrigation diversion obstructions are <br /> <br /> <br />shown in table 2, Flood Plain Reference Data, and on the Profi Ie <br /> <br />Plates 3, 4 and 5 at the end of this report. Aoproximate elevations <br /> <br /> <br />of the bridse deck and top of waterway~1 are also shown on the oro- <br /> <br /> <br />files, <br /> <br />Flood RecordJ.! <br />A stream gage was operated in the vicinity of the <br />Loveland and Greeley Oanal diversion at the western side of Loveland <br />trom June 1947 to September 1955. Flood events during the period <br />of operation occurred 4 June 1949 and 3 August 1951 with respective <br />discharges of 7,750 c.f.s. and 22,000 c,f.s. Stream gaging stations <br />located in the reach 4 to 6 mi les east of Drake near the mouth of <br />the canyon have been operated intermittently since 1887. These <br />records indicated that floods occurred about once every 6 years on <br />the average. The drainage area upstream of the Drake gage (mouth <br />of the canyon) is only 60 percent of the drainage area upstream of <br />loveland, Flooding at Loveland may not have always corresponded <br />to flooding at the Drake gage. Various sources indicate that floods <br />occurred in the Loveland vicinity in 1864, 1894, 1906, 1919, 1921, <br />1923, 1938, 1941, 1942, 1945, 1949 and 1951, <br /> <br />;. <br />! <br /> <br />Duration and Rate of Rise <br /> <br />Past records of floods in the Loveland area show that <br /> <br /> <br />overbank f lows can last from "a few hours" to more than 12 hours. <br /> <br />Potential large floods at Loveland could last from one to two days. <br /> <br />A cloudburst in the lower basin could result in flooding at Loveland <br /> <br />in two or three hours, A storm in the upper basin would produce <br /> <br /> <br />high waters at Loveland in from 10 to 20 hours. <br /> <br />II See Glossary of Terms, <br /> <br />II Flood descriptions before 1923 ',lOre taken from "Floods in <br />Co I orado," 'A'a ter Sup ply Pa per 997, LJ. S, Depa rtment of I nte r i or. <br />Other data were obtained fram U. S. Department of Commerce, <br />Climatological Data Publications, various U. S. Geological Survey <br />Water Supply records, and Oorps of Engineers' flood records. <br /> <br />9 <br /> <br />10 <br /> <br />