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<br />Floodplain Information Report
<br />K:\35600\004\FLOODPLAIN INFORMATION REPORTdoc
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<br />June
<br />
<br />1998
<br />
<br />Floodplain Information Report
<br />K:\35600\004\FLOODPLAIN INFORMATION REPORT.doc
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<br />23
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<br />June
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<br />998
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<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
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<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
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<br />10
<br />
<br />9
<br />
<br />067380
<br />
<br />067365
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<br />Big Thompson River
<br />below powerhouse,
<br />near Drake, Colorado
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<br />North Fork Big
<br />Thompson River at
<br />Drake, Colorado
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<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
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<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
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<br />8
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<br />7
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<br />6
<br />
<br />067360
<br />
<br />067330
<br />
<br />067320
<br />
<br />Big Thompson River at
<br />Estes Park, Colorado
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<br />Glacier Creek near
<br />Estes Park, Colorado
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<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
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<br />4.2
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<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
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<br />5
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<br />4
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<br />067295
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<br />067255
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<br />Middle Boulder Creek
<br />at Nederland, Colorado
<br />
<br />St. Vrain Creek at
<br />Lyons, Colorado
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<br />109
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<br />36.2
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<br />9,040
<br />
<br />10,470
<br />
<br />1921,1954
<br />
<br />1945-1976
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<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
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<br />3
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<br />2
<br />
<br />067240
<br />
<br />067225
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<br />South St. Vrain Creek
<br />near Ward, Colorado
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<br />Station Name
<br />North Sto Vrain Creek
<br />at Longmont Dam,
<br />near Lyons, Colorado
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<br />212
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<br />14.4
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<br />8,880
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<br />11,140
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<br />1923-1973
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<br />1926-1927,
<br />1929-1931,
<br />1955-1972
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<br />Identification
<br />Number
<br />1
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<br />Station
<br />Number
<br />067220
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<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
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<br />4.1
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<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
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<br />TABLE 3
<br />USGS GAGING STATIONS
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<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 />
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