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FLOOD07861
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Last modified
1/29/2010 10:12:02 AM
Creation date
10/5/2006 3:15:28 AM
Metadata
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Template:
Floodplain Documents
County
Douglas
Arapahoe
Community
Greenwood Village, Aurora
Stream Name
Cherry Creek
Basin
South Platte
Title
Probable Maximum Precipitation Study for Cherry Creek Reservoir - Contracts
Date
3/5/1999
Prepared For
CWCB
Prepared By
CWCB
Floodplain - Doc Type
Project
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<br />light of the truly extended steep slope barriers located some 10 to 12 miles west of the <br />Cherry Cheek basin. Breaks in the barrier would permit orographic precipitation to be <br />formed on the western ridgeline within the Cherry Creek basin. 1 do not believe the <br />9 percent addition reduction is totally justified. <br /> <br />Additional Comments: <br /> <br />I. In section 7.1 of the A W A team report, one is referred to a table 7.1 (See text - actual <br />table not labeled) which provides a listing and total adjusted rainfall depth of the 10 <br />storms transposed and clipped to the Cherry Creek basin boundary. Also referenced is <br />figure 7.1 labeled "Storm Rainfall Mass Curve, Incremental Curve, and Envelopment <br />Curve for the Combination of the 14 Major Colorado Storms". First of all, I am not clear <br />as to what are the additional 4 storms used to develop figure 7.1 that are not shown in <br />table 7.1 (please clarify). Secondly, and more importantly, the "Incremental Curve and <br />Envelopment Curve" do not represent a PMP depth - duration curve for the Cherry Creek <br />drainage using the data from AW A's table 7.1. According to table 7.1, the Frijole storm <br />ofJuly 3, 1981, has provided a "Total Adjusted Rainfall Depth" of 12.21 inches of which <br />fell in 4 hours according to the Frijole Creek storm summary provided in section 5.2. In <br />this case, the maximum 4-hour depth from the "Incremental Curve" of figure 7.1 only <br />totals about 5.75 inches. This situation needs to be clarified or all the curves redrawn on <br />figure 7.1. Actually, the 4-hour, 12.21 inch value agrees quite well with the 6-hour PMP <br />value of15.45 inches from the NWS 1995 study. <br /> <br />2. In section 6 of the A W A team report titled "Storm Maximization and Transposition", I <br />see that these two important components of the PMP development, according to the <br />WMO manual on PMP estimation, have been addressed and incorporated in the study. <br />However, a third and just as critical component to the estimation ofPMP has been only <br />partially incorporated into the final report and this deals with "Envelopment" (WMO <br />1986, pages 32-37). From the examination of figure 7.1 (AWA PMP study), I believe I <br />see that Depth-Duration (DO) envelopment has been incorporated but I do not see where <br />Depth-Area (DA) envelopment has been mention anywhere in the study. One needs to <br />evaluate both these components in combination in what is termed by WMO as a Depth- <br />Area-Duration (D-A-O) analysis to achieve the level ofPMP development. The result of <br />D-A-D analysis very often presents a significant impact to final PMP evaluation. <br /> <br />3. The latest version of the A W A team report (dated April 2003) that I received on May 9, <br />2003; section 7.2 has now been omitted. Previously I had several serious questions <br />regarding information and calculations shown in this section. I assume that this section is <br />now deleted from the report. If this is true, suggest the title of section 7 be changed to <br />read "Results" only. <br />
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