My WebLink
|
Help
|
About
|
Sign Out
Search
FLOOD11734
CWCB
>
Floodplain Documents
>
DayForward
>
1100
>
FLOOD11734
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/17/2010 12:52:32 PM
Creation date
5/20/2008 2:29:02 PM
Metadata
Fields
Template:
Floodplain Documents
County
Douglas
Stream Name
Cherry Creek
Title
Probable Maximum Precipitation Study for Cherry Creek Reservoir - Questions and AWA Actions
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
97
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />15. Discussion on "physically possible" <br /> <br />A W A Action: A W A will revise the report to reflect that the NWS SSS design storm is <br />physically possible but is not and should not be associated with orographic enhancement, <br />i.e. k-factors greater than ~.O. <br /> <br />20. Evaluate tempora~ and spatial adjustment factors for all storms <br /> <br />A W A Action: A W A will' perform these computations <br /> <br />23. Backup data for the Depth Duration envelopment curve <br /> <br />A W A Action: A W A will provide back-up one all updated storm isohyetal pattt:rns / data <br />are incorporated. <br /> <br />24. Inflection point on the envelop curve. Basically, the envelopment curve is defined <br />by the 1921 storm and the: 1935 storm. The problem is that the envelopment curve is <br />trying to produce a Depth-;-Area relationship that reflects a physical storm using data from <br />two separate storm types. 'The 1921 storm covered a relatively large area while the 1935 <br />storm provided large rainfall amounts within very small centers. The problem is that the <br />envelop curve is not handling the transition region between the storms very well because <br />this transition region is trying to be faithful to both storms. This issue is not new. In the <br />EPRI Wisconsin/Michigan study, a very similar issue arose where there were a group of <br />storms that dictated the latge area size extreme rainfall amounts while another group of <br />storms dictated the small area size extreme rainfall. This created a very similar issue <br />when a single envelopment curve was constructed as the storm type changes from the <br />dominate storm type for small areas to the dominate storm type for large areas. This <br />issue was address under the topic storm commonality. A similar approach can be taken <br />here. For other HMRs, separate storm types are identified and separate PMFs are <br />determined for each storm type with the larger storm type producing the larger PMF <br />being the PMP storm type. An approach similar to this could be taken with a physically <br />consistent envelopment curve produced for using the 1921 storm and another <br />envelopment curve produced using the 1935 storm. Each of these envelop curves could <br />be constructed such that they met the Corps criteria of incremental PMP increasing as <br />area SIze Increases. <br /> <br />A W A Action: Continue discussions with the Corps as to the preferred approach. <br /> <br />25. Additional model~ng results from Flow Technologies. A W A contacted Mr. <br />Trieste and he did not have any additional modeling results available. <br /> <br />26. <br /> <br />27. <br />
The URL can be used to link to this page
Your browser does not support the video tag.