Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The 1969 Corps study "Flood Plain Information, Boulder and South Boulder Creek" <br />used these data (through 1 969) as its basis for hydrology using a Log-Pearson Type <br />III statistical methodology. A 100-year flood' of 5000 cfs was recommended for <br />South Boulder Creek. <br /> <br />The 1973 R.W. Beck study "Major Drainageway Planning, South Boulder Creek" <br />used the 1 969 flood event data, including rainfall and the Eldorado gage data to <br />determine unit hydrograph coefficients. Then they used NOAA rainfall statistics, <br />assumed a design rainfall event below Gross Reservoir, and routed subbasin <br />hydrographs down the stream. This technique allowed prediction of discharges <br />along the stream as various streams joined in. Their 100-year flood estimates for <br />South Boulder Creek varied from 4300 cfs at Eldorado Springs, 5300 cfs at <br />Highway 36, and 5000 cfs above the confluence with Boulder Creek. Based on <br />assumed 1990 development conditions the flows increased to 5600 cfs at <br />Highway 36 and 5400 cfs above the confluence, with peak discharges from <br />Marshall Gulch of 2300 cfs and Viele Gulch of 900 cfs. <br /> <br />Thus, the studies support a 1 OO-year discharge at Eldorado Springs in the 4300 to <br />5000 cfs range. However the Beck study assumed a constant discharge from <br />Gross Reservoir of 300 cfs, rather than analyzing a rainfall runoff flood above <br />Gross. <br /> <br />The latter Corps hydrology, which was used in the 1986 G&O study, was based on <br />the SWMM computer program. In that model, they assumed rainfall flooding in the <br />entire watershed and routed the flow through Gross Reservoir, assuming the <br />reservoir was full to the spillway. G&O reports a 1 OO-year flood at Eldorado <br />Springs of 4800 cfs, which is similar to the 5000 cfs 1969 Corps statistical <br />determination. <br /> <br />EXAMPLE FLOOD EVENTS <br /> <br />Two events are of particular interest, August 31 to September 4, 1938, because it <br />is the largest historical event on South Boulder Creek and gives graphic evidence of <br />the stream's capability to erode, scour, and move sediment and debris; and May 4 <br />to 8, 1969, because it is a recent event, is of frequent recurrence interval, and <br />actually flooded Highway 36. <br /> <br />31 AUQust - 4 Seotember 1938 <br /> <br />The following excerpts from the Corps' 1 969 report described the event: <br /> <br />"This storm produced general rains over all of eastern Colorado. The <br />largest amounts of precipitation occurred in the mountains where over 6 <br />inches was reported west of Eldorado Springs. Boulder reported 3.62 <br /> <br />II - 11 <br />