My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP03955
CWCB
>
Water Supply Protection
>
Backfile
>
3001-4000
>
WSP03955
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:52:58 PM
Creation date
10/12/2006 12:03:21 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8111.510
Description
Arkansas River Compact Administration
Basin
Arkansas
Date
1/1/1975
Author
ARCA
Title
ARCA Auditor's Reports
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
53
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 />.y <br />:,'1 <br />c~mprehensive final report on the scope, methods, and results of the <br /> <br />investigation will be submit.ted to the Arkansas River Compact <br /> <br />Administration during October 1977. <br /> <br />Phase I <br /> <br />PROBLEM: <br /> <br />Concern has been expressed regarding the administration of <br /> <br />the Arkansas River from Pueblo Reservoir to John Martin <br /> <br />Reservoir during and following the flood of August 2, <br /> <br />1976. During this flood the .gates'at Fueblo. Reservoir <br /> <br />were closed in order to prevent downstream flooding. <br /> <br />The flood waters were later released at. a reduced discharge <br /> <br />rate. <br /> <br />OBJECTIVE: The objective is to develop routed flood hydrographs of <br /> <br />the August 2 event at several downstream locations. <br /> <br />The hydro graphs will be developed on the basis that <br /> <br />the flood was not stored in Pueblo Reservoir. All <br /> <br />major tributary inflows. and diversion outflQWS would be <br /> <br />accounted for in the study reach. <br /> <br />APPROACH: <br /> <br />An existing reservoir release routing model will be <br /> <br />modified to accommodat<; travel. ti.me and flood conditions <br /> <br />in the study reach. All data on major tributary inflows <br /> <br />and diversion outflows during and immediately after this <br /> <br />flood will be. compiled. The flood hydro graph as determined <br /> <br />by the routing model will. be analyzed with regard to <br /> <br />Colorado water law, interstate compact rules, and current <br /> <br />irrigat.ion practices. <br /> <br />2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.