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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
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1\ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />OD25~5 <br /> <br />Slough, a 30 acre backwater in the latter stages of succession, was dredged by Reclamation <br />in 1979 and 1980 as a part of a cooperative study project aimed at fish and wildlife benefits. <br /> <br />Topock Gorge Division <br /> <br />The Topock Gorge Division extends from the upper end of Topock Gorge to the upper end <br />of Lake Havasu. Minimal maintenance work has been conducted in this Division in the past, <br />due to the natural channel configuration and substrate, which consists of a deep channel <br />bounded by high canyon walls. These are broken to form various small backwater wetlands. <br />This division is entirely within the Havasu National Wildlife Refuge. <br /> <br />Havasu Division <br /> <br />The Havasu Division includes all of Lake Havasu and the river between Parker and Headgate <br />Rock Dams. The effects of the high flows on the,river are marked in this division by <br />sediment deposition in the upper end of Lake Havasu. The high flows of 1983 and 1984 <br />deposited 10 million cubic yards of river sediment and extended the existing delta. <br /> <br />The water level in Lake Havasu fluctuates between 440 to 450 feet msl in accordance with <br />the Parker Dam operating criteria, although for practical purposes, the lake elevation has <br />been maintained above 445 feet msl for the last 15 years. During a flood, a potential <br />surcharge to elevation 455 feet msl may develop. <br /> <br />In the Parker Dam to Headgate Rock Dam reach, an area commonly known as the Parker <br />Strip, water levels are determined by discharge from Parker Dam and the backwater effect <br />from Headgate Rock Dam. General channel stabilization activities are minimal due to the <br />channel and bankline substrate. Most stabilization activities in this reach are conducted by <br />entities other than Reclamation to protect local facilities. <br /> <br />This division is the most intensely developed area for recreation along the river. The Parker <br />Strip has been heavily developed for recreation purposes, and in recent years thousands of <br />people have visited Lake Havasu to boat and water ski. Flood releases of 40,000 cfs from <br />Parker Dam in 1983 caused damage to homes and businesses with river frontage in the <br />Parker Strip. <br /> <br />Parker Division <br /> <br />The Parker Division is located between Headgate Rock and Palo Verde diversion dams, and <br />encompasses most of the lands of the Colorado River Indian Tribes' Reservation. It is <br />divided into two sections, Parker I & II, for better administration of the division. Parker I <br />begins at Headgate Rock Dam and ends 2 miles south of Agnes-Wilson Bridge. Parker II <br />starts at River Mile (R.M.) 163.3 and extends to R.M. 133.8, at Palo Verde Diversion Dam. <br /> <br />The channel improvement work in Parker I was completed by 1967. The major aspects of <br /> <br />Appendix C - 6 <br />
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