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Last modified
7/28/2009 2:29:19 PM
Creation date
7/18/2007 2:18:33 PM
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Weather Modification
Title
Applied Weather Associates Responses to Corps of Engineers Questions on the AWS Study of Cherry Creek PMP, Sept 2006
Prepared For
USACE
Prepared By
Applied Weather Associates
Date
1/29/2007
County
Douglas
Weather Modification - Doc Type
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<br />fl" .A.;. <br /> <br />18. Page 107, In the last paragraph there is a reference to Section 5.4. Where is section 5.4? <br /> <br />A W A response to Question 18, <br /> <br />~ <br /> <br />This reference should be to Section 5.2. <br /> <br />19, Page 120. Where is table 7,1? Note: it appears that several figures and tables are mislabeled <br />on this page making it difficult to follow. <br /> <br />A W A response to Question 19. <br /> <br />Both references to Table 7.1 on page 120 (First and second paragraphs) should be to Table 10.1, <br />The change is section numbering was not updated from the Draft Report March 2003 in these <br />two paragraphs. <br /> <br />The other references to Figure 10.1 and 10.3 are appropriate. <br /> <br />20. Page 120. Were the other storms besides the 1921 storm adjusted for temporal and spatial <br />envelopment? What were the results? <br /> <br />A W A response to Question 20. <br /> <br />The Depth Duration envelopment curve enveloped all storm values, i,e. all storms were used in <br />the development ofthe temporal envelopment. The maximum rainfall depth for the Cherry <br />Creek drainage basin was computed using each storm's maximization factor along with the <br />average rainfall amount from each storm's clipped isohyetal pattern after critical centering and <br />orientation. The results are presented in Table 10.1. The spatial envelopment factor was only <br />applied to the 1921 storm since it provided the largest average rainfall value for the Cherry Creek <br />drainage basin. The spatial envelopment factor is a linear multiplier. It could also be applied to <br />the other storm's rainfall values but since they were smaller than those provided by the 1921 <br />storm, the spatially adjusted rainfall values would not have influenced the final PMP. <br /> <br />21. Page 120, How was the 10" increase from 24-hours to 72-hours computed? Note: Table 6 <br />in the NWS SSS shows 33.3 inches for the 24 hour and 38.4 inches for the 72 hour lO-sq mi <br />PMP, which would result in about a 5 inch increase, <br /> <br />A W A response to Question 21, <br /> <br />Unfortunately, this typo of 10" vs 10% did not get caught in editing. The 10" in the Final Report <br />should be consistent with the discussion in the remainder of the last paragraph on page 120 that <br />refer to the 1 0% increase that was applied to the 24-hour values to provide rainfall values out to <br />
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