My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD11040
CWCB
>
Floodplain Documents
>
DayForward
>
1
>
FLOOD11040
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/17/2010 12:49:53 PM
Creation date
11/29/2007 1:15:42 PM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Douglas
Stream Name
Cherry Creek Reservoir
Basin
South Platte
Title
Probable Maximum Precipitation Study for Cherry Creek Reservoir - Technical Review - Executive Summary
Date
8/1/2003
Prepared For
CWCB
Prepared By
Applied Weather Associates, LLC
Floodplain - Doc Type
Educational/Technical/Reference Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
28
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 />Findings and Recommendations <br /> <br />A W A Team PMP Determination <br /> <br />The largest Colorado rainfall storm centers that have occurred east of the foothills were <br />identified. These storm centers were maximized, transpositioned and barrier moisture adjusted <br />for the Cherry Creek: location on the north side of the Palmer Divide. The rainfall patterns of <br />each of these storm centers were rotated and critically centered over the basin for maximum <br />rainfall depths within the Cherry Creek: Basin before being clipped to the basin boundary. The <br />basin average rainfall amounts that were produced by applying these procedures are presented on <br />the next page. The Depth- Duration curves for these storm were then plotted and an smoothed <br />envelopment curve was drawn using the most critical rainfall rates. Additionally, the Depth- <br />Area curves were plotted for each storm and a spatially enveloped and smoothed curve was <br />drawn. Both of the envelopment curves are presented following the storm rainfall table. <br /> <br />A summary of the maximum rainfall values for the Cherry Creek: basin is provided <br />below: <br /> <br />Maximum 24- hour rainfall from adjusted storm rainfall <br />over the Cherry Creek: basin: <br />Temporally enveloped 24- hour rainfall over the <br />Cherry Creek: basin: <br />Spatially enveloped 24- hour rainfall over the Cherry Creek: <br />basin using the spatial envelopment adjustment <br />factor of 1.13: <br /> <br />13.54 inches <br /> <br />14.0 inches <br /> <br />15.8 inches <br /> <br />Storm durations for the 10 storm centers used were effectively limited to 24- hours or less. <br />In order to provide PMP values for the 72- hour duration, rainfall amounts were computed using a <br />10% increase of the 24- hour value for the additional 48- hour duration. This is a conservative <br />measure to extend the storm duration to 72- hours since no storms identified in the storm analyses <br />lasted 72- hours. The 10% increase is based on the increase in PMP values for the Cherry Creek: <br />basin location from the 24-hr value to 72-hr value for the 10 square mile area size in HMR 55A. <br /> <br />Maximum 72- hour rainfall after temporal and spatial envelopment: <br /> <br />17.4 inches <br />
The URL can be used to link to this page
Your browser does not support the video tag.