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Last modified
11/23/2009 12:50:35 PM
Creation date
5/3/2007 2:03:10 PM
Metadata
Fields
Template:
Floodplain Documents
County
Summit
Community
Silverthorne
Stream Name
Blue River, Straight Creek, Willow Creek
Title
Flood Insurance Restudy, Technical Support Data Notebook, Silverthorne, Summit County, Colorado
Date
1/16/1998
Prepared For
Silverthorne
Prepared By
Army Corps of Engineers
Floodplain - Doc Type
Floodplain Report/Masterplan
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<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 />ENGINEERING ANALYSIS <br /> <br />2.1 Hydrologic Analysis <br /> <br />2.1.1 Description of the Hydrology of the Blue River and Associated Tributaries <br /> <br />Blue River be/ow Dillon Dam <br /> <br />Releases from the Dillon Dam to the Blue River are the primary source of potential <br />flooding for the community of Silverthorne. Analysis of the effect of Dillon Reservoir on <br />floods was conducted by Gingery Associates, Inc. in conjunction with the 1978 FIS study <br />("Hydrology Report, Blue River Downstream of Dillon Reservoir, Summit County", <br />1978a). The FIS used the Gingery analysis for estimating flood flows in the Blue River <br />through Silverthorne. We searched for a copy of this report but neither FEMA nor <br />CWCB files have an existing copy. <br /> <br />We did find the companion report ("Hydrology Report, Summit County, Colorado", <br />Gingery Associates, Inc., 1978b) on file at CWCB. This report does not discuss the <br />development of flood flows for the Blue River, but rather develops regional flood <br />frequency analysis using gages on the Blue River and tributaries upstream of Green <br />Mountain Reservoir. <br /> <br />To compare the current gage record (through water year 1994) to the 1978 FrS flood <br />frequency value, a statistical analysis of the USGS gage below the dam (09050700) was <br />conducted using the HEC-FFA program (see the attached output). Without knowing the <br />inflow, the influence of Dillon dam can be observed in the record (see Figure 1). Up to a <br />release of about 1600 I;::fs, flood magnitude steadily increases. Above this discharge, <br />flood magnitude is reduced. Flood flow from the dam has been kept below about 2000 <br />cfs. Of the nine peak t10ws above 1600 cfs, several are for recent wet years (1983, 1984, <br />1985, and 1986). <br /> <br />Gingery's regional analysis of flood frequency found an average skew to the log- <br />normal distribution of -0.55. We spot-checked the statistics for the Blue River near <br />Dillon above the dam (0946600) to see if the statistics may have changed in the past 20 <br />years. As shown in the table below, not much changed. <br /> <br />Table 1. Statistics for Gage 0946600 - Blue River near Dillon, Colorado <br />Statistie 1978 Results 1994 Results <br />Mean Log 2.600 2.649 <br />Station Skew 0.077 0.080 <br />Standard Deviation 0.259 0.224 <br /> <br />The statistics for the gage below the dam show negative skew due to control of large <br />magnitude flows. Table 2 compared the estimated peak inflow to Dillon reservoir, the <br />statistical estimates obtained using HEC-FF A, and the FIS flood frequency. <br />
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