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Last modified
11/23/2009 1:21:20 PM
Creation date
10/4/2006 9:35:30 PM
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Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Title
Precipitaion Frequency Study
Date
7/16/1998
Prepared For
Fort Collins
Prepared By
WRC Engineering, Inc.
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 />worth of data. In WRC's opinion, either the GEV or the Log Pearson III distribution should be used. <br />but that an "at-site" analysis would better represent the Fort CoIlins area since it does tend to be an <br />extreme rather than an average for that area. Using this distribution may be slightly conservative due <br />to the lack of a longer record, but would still represent the City of Fort Collins better than a regional <br />a1\aly~i~ would. <br /> <br />c. <br /> <br />RESULTS: <br />The results of this report show that the additional period of record results in an increase for the Log <br />Pearson III and the GEV distributions used by WRC and CSU (Oli Sveinsson) in the estimate of the <br />2 hour and 24 hour results. The results obtained with using an "at-site" Log Pearson Type III analysis <br />shows an increase of 0.27 inches over the current NOAA Atlas 24 hour data and an increase of 1. 17 <br />inches for the 2 hour data. The results obtained from the analyses provided by CSU show an increase <br />of 0.65 inches over the current NOAA Atlas 24 bour data and an increase of 0.48 inches for the 2 hour <br />data. The differences in the 24 hour results stent mainly from the different data used and the "at-site" <br />versus regional analyses. WRC used 98 years of I day data. The I day results were converted to 24 <br />hour values as stated earlier, for an "at-site" analysis, where as CSU used 50 years of 24 hour data and <br />a regional analysis. The differences in the 2 hour results stem almost solely from the "at-site" versus <br />regional analysis, since the same length of data record was used. <br /> <br />Therefore, the decision regarding the use of an "at-site" or a regional analysis becomes critical. As <br />stated above, a regional analysis will provide the distribution with more data points from other nearby <br />locations, but those locations need to be representative of the site in question. It was felt by many <br />members of the committee that the City of Fort Collins appears to be dissimilar front the other gage <br />sites in the region. based on historical data. Fort Collins may be in an area that experiences "preferred <br />storm tracks" and seems to experience more frequent extreme rainfall events in comparison to nearby <br />areas. This observation would support the use of an "at-site" analysis using the data set available for <br />the City of Fort CoIlins. <br /> <br />The preliminary results provided by NOAA/NWS based on the L-Moment technique suggests a slight <br />decrease in the 24-hour results, but did not include the I 997 value. A comparison of the 2-hour results <br />is not provided. It may be too early to conclude that the final results to be computed by NOAA will <br /> <br />-8- <br />
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