My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP11430
CWCB
>
Water Supply Protection
>
Backfile
>
11000-11999
>
WSP11430
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 3:17:24 PM
Creation date
10/12/2006 4:58:44 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8449
Description
Platte River Projects
State
CO
Basin
South Platte
Date
5/1/1975
Author
USACOE
Title
Needs Identification and Supplement to the Plan of Study, Water and Related Land Resources Management Study
Water Supply Pro - Doc Type
Publication
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
115
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 />. <br /> <br />of the 208 technical paper, with LWCOG acting as the management <br /> <br /> <br />and implementation agency for the continuing planning process for <br /> <br /> <br />the area. This would create minimum disruption to the Corps' <br /> <br /> <br />planning effort and would afford maximum participation and imple- <br /> <br /> <br />mentation control by LWCOG. <br /> <br />METRO DENVER STORMWATER RUNOFF <br /> <br /> <br />DRCOG, as indicated in its 208 Plan of Study, intends to <br /> <br /> <br />evaluate the effects of urban stormwater runoff for the Denver <br /> <br /> <br />metro area. DRCOG presently uses a mathematical model Hydrocomp <br /> <br /> <br />for stormwater runoff. This model loads storm runoff on a uniform <br /> <br /> <br />incremental basis along the length of each stream segment. The <br /> <br /> <br />loading to the segment corresponds to the runoff generated by the <br /> <br /> <br />storm being modeled. This modeling technique flattens out the <br /> <br /> <br />peaks of storm runoff events because of incremental rather than <br /> <br />point loading from a drainage basin. <br /> <br />DRCOG has suggested that the Corps fUrnish stormwater runoff <br /> <br />information to DRCOG using EPA's stormwater runoff model. This <br /> <br /> <br />model has been developed for the Denver metropolitan area by the <br /> <br /> <br />Corps of Engineers for flood control vork. Unlike the Hydrocomp <br /> <br /> <br />model, the EPA model loads storm runoff at a single discharge <br /> <br /> <br />point to the stream much like it occurs in nature. This technique <br /> <br /> <br />does not reduce the peaks of storm runoff events. <br /> <br />Using the peak flow information fUrnished by the Corps, DRCOG <br />could evaluate the validity of the storm runoff function of the <br />Hydrocomp model. The input of the Corps' peak flow information into <br />the quality function of the Hydrocomp model will allow the evalua- <br />tion of stormflows with reduced peaks compared to those with higher <br />peaks on the instream water quality. <br /> <br />. <br /> <br />31 <br />
The URL can be used to link to this page
Your browser does not support the video tag.