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FLOOD02612
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Last modified
1/25/2010 6:24:56 PM
Creation date
10/4/2006 11:01:35 PM
Metadata
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Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Stream Name
Cache La Poudre River
Basin
South Platte
Title
Hydrology for the Cache La Poudre
Date
2/1/1986
Prepared For
FEMA
Prepared By
Love & Associates, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />When duplicating <br />assumptions and <br />report. <br /> <br />the earlier results of the Corps, their <br />methodology were used where stated in their <br /> <br />Specifically, the Bulletin states that if regional skew <br />information is available, it should be used by the analyst, <br />In the case of the gage at the bluffline, Table 1 of the <br />1981 report (Appendix 4) indicated that a regional skew of <br />+1.0 be used for the mountainous terrain involved. In the <br />case of the Greeley gage, no such information was available, <br />and the generalized skew map contained in Bulletin #17B was <br />consulted. The map (Appendix 6) indicated that a value of - <br />0.1 be used for the area, <br /> <br />At the B1uff1ine <br /> <br />As mentioned previously, the Corps in their 1973 study <br />computed a peak lOa-year discharge of 17,400 cfs. An <br />analysis of their data set by our firm produced station <br />statistics very close to those computed in the 1973 study <br />(Appendix 1). As it is unlikely' that the methods used to <br />compute these have changed, and all computations were <br />performed using logarithms, it is assumed that roundoff <br />errors are the cause of any discrepancy in the mean or <br />standard deviation computed. The 1973 study did not weight <br />the station skew, but instead adopted a regional skew of <br />+1.0 to shape the final curve, By using the Corps data set <br />and adopting the Corps regional skew, the 100-.year peak <br />discharge was calculated by our firm as 17,427 cfs, <br /> <br />The station statistics (number of data points, mean, and <br />standard deviation) calculated by the Corps in 1981 are not <br />published in their report, Conversations with personnel from <br />the Omaha branch, who published the study revealed that this <br />information was not readily available, and that the methods <br />used to adjust the data for the historical extension have <br />changed since that time. Further, the final curve published <br />in the 1981 report was adju.sted upward for expected <br />probability. The lOa-year discharge from the 1981 Corps' <br />curve (Figure 2, Appendix 4) is 16,500 cfs. Subtracting the <br />adjustment for expected probability of 700 cfs (from the <br />conversation with the Corps), gives a value for the lOa-year <br />discharge published by the COl:'PS of 15,800 cfs. <br /> <br />Our firm analyzed the data set from 1910 to 1976, and <br />included the 1904 flood of 25,000 cfs as a historic event <br />using the guidelines of Bulletin #17B. The historically <br />adjusted station statistics were calculated and, weighting <br />the calculated skew of 0.992 with a regional skew of +1.0 <br />gave a weighted skew of 0.995. This was used by our firm to <br />calculate the laO-year discharge as 15,008 cfs for the 1981 <br />Corps data set. <br /> <br />Page 8 <br />
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