My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP12636
CWCB
>
Water Supply Protection
>
DayForward
>
1001-2000
>
WSP12636
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 4:18:48 PM
Creation date
2/12/2008 12:55:19 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8282.300
Description
Colorado River Operations and Accounting - Lower Basin Administrative Procedures
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
8/1/1996
Author
DOI-BOR
Title
Description and Assessment of Operations-Maintenance and Sensitive Species of the Lower Colorado River - Volume II - Appendices-Etc - 08-01-96
Water Supply Pro - Doc Type
Report/Study
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
228
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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />002553 <br /> <br />constructed in 1941 as a diversion structure to provide irrigation water to the CRIT. A <br />3-unit, low-head powerplant was added to the structure in 1992. <br /> <br />The water retained by the dam is named Lake Moovalya which extends upstream <br />approximately 10 miles and contributes a stable water surface to the recreational area <br />referred to as the Parker Strip. The dam raises the river water level approximately 15 feet <br />but develops no useable storage. The water releases below Headgate Rock Dam mirror the <br />releases from Parker Dam. <br /> <br />The existing spillway capacity through all 7 gates is 140,000 cfs. The maximum powerplant <br />discharge is 20,000 cfs. The maximum generating capacity of the powerplant is 19.5 MW. <br /> <br />Palo Verde Diversion Dam - The Palo Verde Diversion Dam consists of a concrete, gated <br />structure with an adjacent embankment. It was constructed by Reclamation in 1956 and <br />1957, as a permanent replacement for the old Palo Verde rock weir. The dam raises the <br />water levels approximately 12 feet, which is sufficient for the gravity flow to provide the <br />water supply to the Palo Verde Valley including the city of Blythe. The dam has no useable <br />storage even though the backwater from the dam reflects approximately 15 miles upstream. <br />The dam is operated. and maintained by the PVID. . <br /> <br />Senator Wash Pumping/Generating Plant and Regulating Reservoir - Senator Wash is a <br />pumped, offstream storage facility located approximately 2 miles upstream from Imperial <br />Dam. It was constructed to supplement limited storage behind Imperial Dam and <br />Laguna Dam. When sufficient storage is not available at Imperial and Laguna Dams, <br />Senator Wash is used to regulate excess flows arriving at Imperial Dam to prevent over <br />deliveries to Mexico, and to ensure demands can be met when flows arriving at Imperial <br />Dam are less than water user demand. <br /> <br />Construction of Senator Wash began in 1964, with operation beginning January 30, 1966. <br />The reservoir has a capacity of 13,836 acre-feet at elevation 251 feet msl. Senator Wash <br />water surface elevation varies between 210 feet and 240 feet (current reservoir restrictions <br />prevent raising the reservoir to elevation 251 feet due to concerns with seepage and high <br />hydraulic pressure under the toe of Senator Wash Dam and along Squaw Lake Dike). The <br />reservoir elevation fluctuates according to water user demand and flows arriving at <br />Imperial Dam. <br /> <br />Glen Canyon Dam - Glen Canyon Dam, which formed Lake Powell, was completed in 1963 <br />as a principle part of the Colorado River Storage Project. It is a concrete, arch dam 710 feet <br />high and 1,560 feet wide. The maximum generating discharge capacity is 33,200 cfs which <br />may be augmented by an additional 15,000 cfs through the river outlet works. The active <br />capacity of Lake Powell is 20,876,000 acre-feet. Lake Powell has no legislated flood control <br />space. The required system flood control space is allocated among selected project <br />reservoirs including Lake Powell, to augment the 1.5 maf required to be available in <br />Lake Mead. <br /> <br />Appendix D - 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.