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<br />I <br /> <br />I <br /> <br />Floodplain Information Report <br />K:\35600\004\FLOODPLAIN INFORMATION REPORTdoc <br /> <br />June <br /> <br />1998 <br /> <br />Floodplain Information Report <br />K:\35600\004\FLOODPLAIN INFORMATION REPORT.doc <br /> <br />23 <br /> <br />June <br /> <br />998 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />22 <br /> <br />Flows at the mouth of North St. Vrain Creek were calculated by determining the peak rate of <br />runoff per drainage basin unit area into Buttonrock Reservoir for the 10-, 50-, 100-, and 500-year <br />flows. These peak flows per unit area were then multiplied by the drainage basin area between <br />Buttonrock Dam and the mouth of the North St. Brain, and added to the spillway discharges <br />from Buttonrock reservoir corresponding to the various recurrence interval floods. An <br />operation analysis of Buttonrock conducted by the Corps of Engineer indicated a reduction of <br />peak discharge from 6,000 cfs to 3,100 cfs for the 100-year flood. These values correlated well <br />with the peak flood flows from the South St. Vrain and the flows calculated by the Corps of <br />Engineers immediately downstream of the confluence of the North and South St. Vrain Creekso <br /> <br />Big Thompson River at <br />mouth of canyon, near <br />Drake, Colorado <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Flood flow frequency data were developed for the South St. Vrain based on regional <br />relationships for statistical parameters of log-Pearson Type III distributions (Reference 7). The <br />regional relationships were developed through statistical analyses of streamflow records at ten <br />USGS gauging stations located in the upper St. Vrain Creeks and Big Thompson River basins <br />(References 8, 9, 10, 11, 12, and 13). Table 3 lists these gauging stationso Rainfall and snowmelt <br />floods were separated in the frequency analyses and then statistically combined to obtain the <br />composite flood flow frequency curves <br /> <br />10 <br /> <br />9 <br /> <br />067380 <br /> <br />067365 <br /> <br />Big Thompson River <br />below powerhouse, <br />near Drake, Colorado <br /> <br />North Fork Big <br />Thompson River at <br />Drake, Colorado <br /> <br />304 <br /> <br />280 <br /> <br />9,050 <br /> <br />9,240 <br /> <br />9,150 <br /> <br />1927-1976 <br /> <br />1918-1947 <br /> <br />I <br /> <br />I <br /> <br />The U.S. Army Corps of Engineers, Omaha District, has completed a hydrologic investigation <br />(Reference 14) for the entire St. Vrain Creek basin which includes the study reach. Discharges <br />for the 5-, 10-, 50, 100-, and 500-Year floods were developed by the Corps for Sto Vrain Creek <br />from just below the confluence of the North and South Sto Vrain Creeks in Lyons to the mouth <br />of the St. Vrain Creek near Platteville, Colorado <br /> <br />8 <br /> <br />7 <br /> <br />6 <br /> <br />067360 <br /> <br />067330 <br /> <br />067320 <br /> <br />Big Thompson River at <br />Estes Park, Colorado <br /> <br />Glacier Creek near <br />Estes Park, Colorado <br /> <br />82.8 <br /> <br />137 <br /> <br />24.4 <br /> <br />9,900 <br /> <br />10,530 <br /> <br />1947-1976 <br /> <br />1944-1976 <br /> <br />1942-1952, <br />1954-1957 <br /> <br />South Boulder Creek <br />near Eldorado Springs, <br />Colorado <br /> <br />I <br /> <br />I <br /> <br />4.2 <br /> <br />The potential for flooding also exists in the rapid melting of heavy snow cover during late <br />spring. Flood flows resulting from snowmelt are characterized by moderate peaks, large <br />volume of runoff, and long duration of moderately high flows. Floods caused by snowmelt are <br />usually not as damaging as those resulting from rainstormso However, severe flooding may <br />occur when rainfall accompanies the snowmelto <br /> <br />H <br /> <br /> <br />5 <br /> <br />4 <br /> <br />067295 <br /> <br />067255 <br /> <br />Middle Boulder Creek <br />at Nederland, Colorado <br /> <br />St. Vrain Creek at <br />Lyons, Colorado <br /> <br />109 <br /> <br />36.2 <br /> <br />9,040 <br /> <br />10,470 <br /> <br />1921,1954 <br /> <br />1945-1976 <br /> <br />I <br /> <br />I <br /> <br />Floods in the study area have usually been caused by general rainstorms and cloudburst storms <br />during the period May through September. Floods resulting from prolonged heavy rainfall <br />over the watershed are characterized by high peak flow of moderate volume and duration. <br />Cloudbursts produce high intensity, short duration rainfall which results in a flood of high peak <br />flow short duration, and small volume of runoffo <br /> <br />3 <br /> <br />2 <br /> <br />067240 <br /> <br />067225 <br /> <br />South St. Vrain Creek <br />near Ward, Colorado <br /> <br />Station Name <br />North Sto Vrain Creek <br />at Longmont Dam, <br />near Lyons, Colorado <br /> <br />212 <br /> <br />14.4 <br /> <br />8,880 <br /> <br />11,140 <br /> <br />1923-1973 <br /> <br />1926-1927, <br />1929-1931, <br />1955-1972 <br /> <br />I <br /> <br />Identification <br />Number <br />1 <br /> <br />Station <br />Number <br />067220 <br /> <br />Drainage <br />Area (Square <br />Mile) <br />106 <br /> <br />Mean Watershed <br />Elevation (Foot <br />MSL) <br />9,490 <br /> <br />Period of <br />Record <br />1926-1953 <br /> <br />I <br /> <br />4.1 <br /> <br />Hydrology used in the study was compiled by Boulder <br />Conservation Board based on other existing hydrologic studies of <br />the hydrology follows. <br /> <br />Flood Characteristics <br /> <br />County and the <br />the St. Vrain. <br /> <br />Colorado W <br />A summ <br /> <br />ater <br />ary of <br /> <br />I <br /> <br />TABLE 3 <br />USGS GAGING STATIONS <br /> <br />I <br /> <br />I <br /> <br />SECTION 4 <br /> <br />North St. Vrain & St. <br />Floodplain Update <br /> <br />HYDROLOGIC AND HYDRAULIC DETERMINATIONS <br /> <br />Vrain Creeks <br /> <br />Town of Lyons <br /> <br />North St. Vrain & St. <br />Floodplain Update <br /> <br />Vrain Creeks <br /> <br />Town of Lyons <br />