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Last modified
7/14/2009 5:02:34 PM
Creation date
5/22/2009 6:43:10 PM
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UCREFRP
UCREFRP Catalog Number
8267
Author
Elliott, J. G. and L. A. Hammack.
Title
Geomorphic and Sedimentologic Characteristics of Alluvial Reaches in the Black Canyon of the Gunnison National Monument, Colorado.
USFW Year
1999.
USFW - Doc Type
Water-Resources Investigations Report 99-4082,
Copyright Material
NO
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Geomorphic and sedimentologic Characteristics of <br />Alluvial Reaches in the Black Canyon of the <br />Gunnison National Monument, Colorado <br />By John G. Elliott and Lauren A. Hammack1 <br />ABSTRACT <br />The Black Canyon of the Gunnison River in <br />western Colorado includes several alluvial <br />reaches that are potentially sensitive to changes in <br />streamflow. Sediment derived from talus slopes, <br />rockfall, and tributary debris flows periodically <br />is reworked and redeposited on the streambed, <br />streambanks, and alternate bars in these alluvial <br />reaches, providing a growth medium for riparian <br />vegetation. Geomorphic and sedimentologic data <br />were collected and evaluated at two alluvial <br />reaches in the Black Canyon-Warner Point and <br />Red Rock Canyon. These data and the hydrologic <br />data from an upstream gaging station were used to <br />calculate the entrainment potential of a large <br />range of sediment sizes on a variety of fluvial <br />geomorphic surfaces typical of the Gunnison <br />River in the Black Canyon and other canyon <br />rivers. <br />The HEC-2 and HEC-RAS one-dimen- <br />sional water-surface profiles models were used to <br />estimate water-surface elevations, flow depths, <br />and hydraulic conditions for discharges from <br />2,000 to 20,000 cubic feet per second at surveyed <br />channel cross sections in the two study reaches. A <br />peak discharge of 9,470 cubic feet per second in <br />1995 and onsite observations and photographs in <br />1994 and 1995 confirmed sediment entrainment <br />or reworking on several geomorphic surfaces <br />inundated by the peak discharge. Physical <br />evidence of sediment entrainment, or absence of <br />sediment entrainment, on inundated sediment- <br />tNational Park Service, Fort Collins, Colorado. <br />measurement sites generally was consistent with <br />critical shear stresses estimated with a dimension- <br />less critical shear stress, ti*~, of 0.030 in the <br />Warner Point study reach. Sediment-entrainment <br />potential over a range of discharges was summa- <br />rized by the ratio of boundary shear stress to the <br />critical shear stress (io/~~), given local hydraulic <br />geometry and sediment-size characteristics. <br />Differing entrainment potential for similar <br />geomorphic surfaces indicates that estimation of <br />minimum streamflow requirements based on sedi- <br />ment mobility requires site-specific geomorphic <br />and sedimentologic data. <br />INTRODUCTION <br />The Black Canyon of the Gunnison River is <br />noted for its gorge-like characteristics, which include <br />expansive views, precipitous bedrock cliffs, and a <br />cascading river (Hansen, 1965; Warner and Walker, <br />1972). However, several reaches of the river through <br />the Black Canyon of the Gunnison National Monu- <br />ment (BLCA) exhibit characteristics of an alluvial <br />river: fluvially deposited banks and bars, riffle-pool <br />channel geometry, and a riparian ecosystem. Although <br />the large-scale features of canyon rivers, such as the <br />Gunnison River in the Black Canyon, are influenced <br />by regional geology, the channel and riparian zone of <br />many canyon river reaches are dominated by fluvial <br />processes. Geomorphic and botanical conditions in the <br />alluvial reaches of canyon rivers are controlled both by <br />the characteristics of fluvially deposited sediment and <br />the hydraulics of flood discharges. Consequently, <br />changes in streamflow can produce adverse effects in <br />canyon rivers similar to those in alluvial rivers (Elliott <br />and Hammack, in press). <br />Abstract <br />
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