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PROJ00538
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/6/2006 12:00:24 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153581
Contractor Name
Minnesota Canal and Reservoir Company
Water District
0
County
Gunnison
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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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 />6.3 elimatology <br /> <br />6.3.1 General <br /> <br />Because of the rugged topography and unique weather patterns which characterize eolorado's <br />Western Slope, large variations in climatology can occur over short distances. Therefore, the <br />ability to predict and evaluate climatic conditions for a specific locality is difficult. In general, <br />the climate at the project site is characterized with a continental climate. Within this climatic <br />zone there is a wide variation in temperature, both diurnally and seasonally. Figure 6.2 <br />illustrates the seasonal variation in mean temperature for the project site. The seasonal variation <br />in project site temperature was derived from available weather station data, and extrapolated to <br />the project site using an aerial distance weighting factor in conjunction with an elevation- <br />temperature adjustment using the mean adiabatic lapse rate. <br /> <br />6.3.2 Precipitation <br /> <br />The project site lies in a semi-arid climatic setting. The average annual precipitation at the <br />project site is estimated at 12.3 inches. The average monthly precipitation at the project site is <br />shown in Figure 6.3. Precipitation estimates for the project site were produced from up to 40 <br />years of precipitation data gathered by weather stations operated by the Soil eonservation <br />Service and the National Weather Service. Precipitation data was corrected for aerial distance <br />and elevation differences between the project site and nearby weather stations to yield an <br />estimate of the mean, project site precipitation. <br /> <br />6.3.3 Storm Events <br /> <br />Direct Precipitation at the project site for various storm events, as a function of recurrence <br />interval and duration is tabulated in Table 6.1. <br /> <br /> TABLE 6.1 <br /> STORM EVENTS <br /> Precipitation (inches) <br />Recurrence StOrpl Duration <br />Interval <br />(Years) 6 Hours 24 Hours <br />2 1 1.4 <br />5 1.2 1.7 <br />10 . 1.4 2.0 <br />25 1.6 2.4 <br /> <br />6 <br />
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