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Last modified
1/25/2010 7:10:15 PM
Creation date
10/5/2006 2:34:55 AM
Metadata
Fields
Template:
Floodplain Documents
County
Larimer
Community
Wellington
Stream Name
Boxelder Creek
Basin
South Platte
Title
Boxelder Creek Watershed Hydrologic Analyses
Date
12/1/1998
Prepared For
FEMA
Prepared By
UDFCD
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />INTRODUCTION <br /> <br />"The interrelationships of water, soil and vegetation is intricate and highly complex and has <br />thus far resisted all attempts to describe or identify it precisely, let alone to reproduce it in an <br />artificial model.' Lanz (1995; p. 16-17). <br /> <br />There is substantial uncertainty and controversy associated with l!stimating flood magnitude and <br />frequency, particularly those of extreme floods, in the Rocky Mountain region. Uncertainties <br />and controversy result from complex hydro meteorological process~ls and a lack of data on <br />extreme rainstorms and flooding. Hansen and others (1988), Ja.rrell and Costa (1988), Henz <br />(1991), Tomlinson and Solak (1997), and McKee and Doesken (1997) have recognized the <br />difficulty estimating extreme rainfall and flooding in the Rocky Mountain region. .A long- <br />standing issue is whether the Palmer Divide, the ridge that separates the South Platte and <br />Arkansas River basins, has any orographic effect on rainfall and flooding in eastern Colorado <br />(Jarrell and others, in review). Major floods in eastern Colorado result from a southeasterly <br />flow of low-level moist air from the Gulf of Mexico, which often crosses over the Palmer <br />Divide (Collins and others, 1991). The Palmer Divide has a topographic relief ranging from <br />about 2,000 ft near the Colorado-Kansas border to about 3,400 It at the headwaters of Bijou- <br />Big Sandy Creeks over a distance of about 140 miles; thus, the general slope ranges from about <br />15 to 24 Wmi. Existing hydrometeorologic methods assume that topography in eastern <br />Colorado including the Palmer Divide has a minimal effect on extreme rainfall amounts and <br />flooding (Miller and others, 1973; McCain and Jarrell, 1976; Livingston and Minges. 1987; <br />Hansen and others, 1988). <br /> <br />A regional paleoflood study was conducted for streams draining from the Palmer Divide in <br />eastern Colorado to help assess the flood hydrology. The objective of the paleoflood study was to <br />estimate prior maximum flooding from evidence preserved in the .'Ioodplain. Because of the <br />large variability of the flooding, a hypothesis was tested to assess the effects of topography on <br />flooding in streams draining from the Palmer Divide. If the Palmer Divide is a major <br />topographic barrier to the flow of moist air masses from the Gulf Jf Mexico, then the lee side <br />(northerly draining) Palmer Divide streams may have smaller extreme rainfall and flooding <br />than southerly (upslope) draining Palmer Divide streams. Paleoflood data can be used to <br />complement meteorologic, hydrologic, and engineering methods to improve estimation of the <br />magnitude and frequency of floods (Jarrell and Costa. 1998; Jarrell. 1990, in review a). The <br />results of this study also are being used to help improve flood-regression relations being <br />developed for eastern Colorado (Vaill, in review). <br /> <br />The paleoflood study also provides information that can be used to help resolve flood-hydrology <br />issues for Cherry and Box Elder Creeks near Denver, Colorado (lig. 1). In the 1950s, the <br />emergency spillway for Cherry Creek Reservoir was designed for a flood of 181,000 ft3/s, <br />which was computed from the May 1935 rainstorm (Follansbee and Spiegel, 1937), the <br />largest known rainstorm in Colorado, and increased by a factor of 25 percent (U.S. Army Corps <br />of Engineers, written commun., 1997). Recently, methods used 10 estimate the probable <br />maximum precipitation (PMP) values were developed for the Rocky Mountain region including <br />eastern Colorado (Hansen and others, 1988). From these PMP values, the probable maximum <br />flood (PMF) for Cherry Creek Reservoir was estimated in 1993 by the Corps of Engineers to be <br />662,000 ft3/s, thus, raising questions about Ihe safety of Cherry Greek Dam. Using older PMP <br /> <br />2 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />il <br />II <br />II <br />II <br />II <br />II <br />II <br />
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