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FLOOD05175
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Last modified
1/25/2010 6:48:30 PM
Creation date
10/5/2006 1:18:17 AM
Metadata
Fields
Template:
Floodplain Documents
County
Summit
Community
Breckenridge
Stream Name
Blue River
Basin
Colorado Mainstem
Title
Technical Addendum Floodplain Information Blue River
Date
12/1/1974
Prepared For
Summit County
Prepared By
Leonard Rice Consulting Water Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> <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 />III. <br /> <br />4. A cell configuration consistent with the <br />critical updraft area calculations, effec- <br />tive elevated areas and the illll11ediate flow <br />environment was estimated. <br />5. Precipitation frequency maps for Colorado <br />were used as an independent check on the <br />analysis. <br /> <br />Recollll11endations <br /> <br />A. 10- ~ Event <br />Location.and Areal Distribution. <br /> <br />The results of the previous study indicate <br />that two single cell systems would be adequate to <br />process the volume of air required, at a given <br />efficiency, to cause the rain observed. <br /> <br />- t. -~. <br />C- -~ - - - - \~~'~/~- <br /> <br />, ' <br />- - ~ ./ <br /> <br />...e....de. <br /> <br />This indication is borne out by critical up- <br />draft area calculations. The first cell is most <br />likely to be located over the peak of Pald Ycuntain. <br />It is .25 mi. (.40 kIn.) NNW of the Continental <br />Divide at an elevation of 13,250 feet MSL. Be- <br />cause of the size of this system, the effective <br />elevated area used was determined by the 13,000 ft. <br />contour (see Appendix II). The second cell has <br />two Dossible locations. The first is over Hoosier <br />Ridge and the second is over the Mount Silverheels <br />peak. The slightly favored position which is recom- <br />mended is the Hoosier Ridge site. It is .15 mi. <br />(.25 kIn.) due east of the Continental Divide 1.2 mi. <br />(1.99 kIn.) SSE of the Red Mountain Peak, 2.82 mi. <br />(4.68 Ian.) ENE of Hoosier Pass - Rte. #9 crossing, <br />at an elevation of 12,700 ft. ~mL. <br />The critical ~ea calculations, the predominant <br />flow regimes, and the elevated ar~a study indicate <br />that two circular areas with radii wi th a minimum <br />of 1.0 mi. (1.6 lcrn.) and a maximum of 1.9 mi. <br />(3.14 kIn.) are sufficient. Since smaller systems <br />tend to be less efficient, the large radii of <br />1.9 mi. is recollll11endea. <br /> <br />13. S2.-~ Event <br />
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