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FLOOD08366
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Last modified
1/29/2010 10:12:02 AM
Creation date
10/5/2006 3:33:06 AM
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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 - Contacts and Meetings
Date
4/21/1972
Prepared For
CWCB
Prepared By
CWCB
Floodplain - Doc Type
Project
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<br />,8 - <br /> <br />Steve Spann, Spann Engineering - Questions regarding 'barrier depletion' and its application, If we use the <br />NWS PMP w/out barrier adjustment, what are the results? What ensued was a discussion regarding <br />orographic adjustments to the PMP (whether to add or subtract?) Not about numbers to be adjusted but the <br />concept of adjustments techniques was discussed, <br /> <br />Larry Lang, CWCB - Stated that he respected the technical credentials of alI that were involved however, <br />that we must conclude the meeting, <br /> <br />Steve Spann, Spann Energy - Made statements that policy will dictate the benefit/cost of any decisions <br />ultimately made, He further expressed our ability and need to take advantage of new science and technology <br />in these problems? Finally, he pointed out that we need to get an idea of the real risks involved in the project. <br />We need to truly define the problem then encircle the problem, Spann pointed out that discussion needs to <br />shift to policy making discussion, The current federal policies embrace a zero risk and zero loss policy that <br />needs to be more of a risk analysis and measured against cost effectiveness and reasonable risks, The BOR is <br />moving towards risk analysis and we need to take advantage of the new science and technology, <br /> <br />BilI Miller USACE - What is also important in this item is what will be the temporal distribution of the <br />prccipitation, because that will have impacts on what the final PMF is, <br /> <br />Larry Lang - We will get a 'Final' draft to all reviewers, May 16th 2003 is the final due date for technical <br />review comments by the National Weather Service, Advisory Committee and the TRP, We will include all <br />comments in the final report and they will be addressed to the extent possible in the Final Report, The <br />Advisory Committee will need to work with the congressional delegation to get language added to the House <br />Report that will enable the Corps the latitude to review the 2003 A W A "Site Specific Probable Maximum <br />Precipitation Study for the Cherry Creek basin" and start the ensuing Probable Maximum Precipitation Study, <br />Larry Lang thanked alI for attending and concluded the meeting, <br /> <br />Meeting Conclusions and Statements: <br /> <br />Three primary factors were found in the A W A team site-specific study results <br />. Moisture depletion by the Palmer and Kiowa barriers <br />. Spatial distributions of extreme rainfalI <br />. Orographic effects within the basin <br /> <br />Comparison - A W A team & NWS PMP Study findings: <br /> <br />24 hours 72 hours <br />NWS PMP values 21,1 inches 24,7 inches <br />A W A team PMP values 14,0 inches 15.4 inches <br />Change 34% lower 38% lower <br />Applying the A W A team findings to the 1995 NWS study results for basin average PMP, If you subtract out <br />factors that A W A believes are more appropriate for the Cherry Creek basin you would end up with the <br />numbers in red, <br /> <br />-NWS PMP <br />-Barrier depletion -10% <br />-No orographic increase - 9% <br />-Area size adjustment - 2.1 % <br />-NWS basin average rainfalI <br />-A W A team PMP average rainfalI <br /> <br />24 hours <br />21.10" <br />18,99 " <br />17.28 " <br />\3,65 " <br />\3,65 " <br />14.00 " <br /> <br />72 hours <br />24,70 " <br />22.23 " <br />20.22 " <br />15,98 " <br />15,98 " <br />.15.40 " <br /> <br />Flood Protection. Water Project Planning and Finance. Stream and Lake Protection <br />Watee Supply Protection. Conservation Planning <br />
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