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Last modified
1/26/2010 4:17:10 PM
Creation date
8/6/2007 1:52:23 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.10.B
Description
Colorado River - Water Projects - Glen Canyon Dam-Lake Powell - Glen Canyon TWG
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
7/1/2004
Author
Schmidt - Topping - Grams - Goeking
Title
The Degraded Reach - Rate and Pattern of Bed and Bank Adjustment of the Colorado River in the 25 km Immediately Downstream from Glen Canyon Dam - 07-01-04
Water Supply Pro - Doc Type
Report/Study
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<br />4 <br /> <br /> <br />002454 <br /> <br />ABSTRACT <br /> <br />The 25-km reach of the Colorado River immediately downstream from Glen <br />Canyon Dam is a classic example of a channel whose bed has degraded and armored in <br />response to flow and sediment regulation caused by a dam. Although the evacuation of <br />bed sediment from this reach was reported upon nearly 30 yrs ago (Pemberton, 1976), the <br />complete array of channel adjustments has not been described previously. This study <br />uses the abundance of historical data available for this river segment and field <br />measurements made in the last decade in a comprehensive analysis of channel change. <br />We add 25 years to the record of previously reported bed elevation measurements, such <br />that the long-term trend in channel bed adjustment can now be understood, These <br />measurements are supplemented with (1) new analyses oflong-term records of bed and <br />bank elevation at U. S. Geological Survey stream gaging stations, (2) mapping of <br />historical aerial photographs that depict changes in the channel-side alluvial deposits, and <br />(3) a pre-dam sediment budget for Glen Canyon. These data depict in detail the <br />processes of the transformation of the Colorado River in Glen Canyon from an alluvial <br />sand-bedded river with a large reservoir of fine-sediment storage to a pool-and-riffle, <br />gravel-bed trout stream. <br />Although bed degradation began when the cofferdam was installed in 1959, the <br />greatest proportion of degradation occurred in 1965 when the U. S. Bureau of <br />Reclamation intentionally released high flows from the dam in a series of pulses intended <br />to scour the reach downstream from the dam. This event evacuated a reach-average of <br />2.6 m of sediment from the center ofthe channel. Continued erosion occurred in the <br />downstream half of the study area during emergency power plant-bypass releases of the <br />mid-1980s. There were small adjustments in bed elevation in the 1990s, but the channel <br />bed today is much the same as it was 15 years ago. The total volume of bed sediment <br />evacuated from the study reach is equivalent to one-third the pre-dam annual sediment <br />load and is two orders of magnitude greater than estimated post-dam sediment inputs to <br />the reach. The average size of bed material has increased from 0.2 mm in 1956 to over <br />20 mm as measured in 1999. <br />
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