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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 /> <br />- 7 - <br /> <br />BASIN CHARACTERISTICS <br /> <br />I <br /> <br />To synthetically derive flood flows of the Blue River required <br />determination of the physical characteristics of the basin such <br />as type and extent of cover, soil, infiltration rates, Mannings <br />"n" values and other related parameters. This data was collected <br />through map interpretation and field inspections. Mapping for <br />the upper basin areas or the areas above the town of Breckenridge <br />were based on U.S.G.S. 7~ minute quadrangle maps. Through the <br />town of Breckenridge, mapping at 2 ft. contour intervals and a <br />scale of 1:100 was provided for flood plain determination. <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />The SCS method of estimating infiltration was utilized in the study. <br />Soils in the basin were grouped into hydrologic classifications <br />with the aid of detailed soils maps from the Kremmling SCS office <br />and the General Soils Map for Summit County, also done by the <br />SCS. The entire basin upstream of Breckenridge was classified as <br />hydrologic Group A. The east side of the Blue basin below <br />Breckenridge was classified as Group B and the west side was <br />grouped in the C category. <br /> <br />I <br /> <br />Forest cover was measured using the U.S.G.S. 7~ minute quads of <br />the area. Appropriate values for the soil cover complexes were <br />selected using Appendix A of the Desiqn of Small Dams. Composite <br />I runoff curve numbers were derived for each tributary. <br /> <br />I <br /> <br />Soil moisture condition II was selected to duplicate average <br />conditions existing in the basin at the time of the storm. Soil <br />moisture condition III was not used to derive curve numbers be- <br />cause it was felt that saturated soil conditions prior to rainfall <br />would result in a runoff event that would produce a flood greater <br />than what would occur under average conditions. Soil curve numbers <br />averaged75.5 and varied from 60 to 87, depending on the relative <br />location within the basin:. --- <br /> <br />I <br />I- <br />I <br /> <br />Drainage areas for the major tributaries to the Blue River in the <br />Breckenridge area are shown in Table 2 that follows. <br />" <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />~ Leonard Rice Consulting Water Engineers, Inc. <br />
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