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Colorado River <br />1 <br />m <br />c <br />LL ? <br />C <br />m <br />V <br />e <br />a <br />,V <br />Surface -------- ------- <br />--- ;.......; <br />10 .... <br />i 0 ....i..... ?.?..! .............- - ..i .............. i........ <br />100 <br />80 <br />---- - - - - - - ------------------- <br />---------- .... ..... %.....L1: <br />0 <br />10 100 <br />Grain Size (mm) <br />10 100 <br />Grain Size (mm) <br />Figure 6. Grain size distributions of surface and subsurface sediment samples from the <br />upper Colorado River. Samples were taken throughout the area (see Tables A-1, A-2). <br />Gunnison River <br />1 <br />d <br />LL <br />d <br />u <br />CL <br />CL <br />UV <br />------------ <br />--- Surface <br />------------ <br />30 --- = = ------------ <br />_ ..................... <br />1 <br />d <br />e <br />LL <br />d <br />m <br />`m <br />n <br />10 100 10 100 <br />Grain Size (mm) Grain Size (mm) <br />Figure 7. Grain size distributions of surface and subsurface sediment samples from the <br />Gunnison River. Samples were taken throughout the study area (see Tables A-3, A-4). <br />In addition to these reach-scale measurements, we selected seven additional sites on the Colorado <br />River where we made more detailed measurements of the channel to model the relation between <br />discharge and average boundary shear stress. The locations of these sites are shown in Figure 2 <br />and their average characteristics are summarized in Table 2. These sites are all in single thread <br />reaches approximately 0.5 km long. At each site we surveyed 6 to 8 cross sections spaced about <br />one channel-width apart. Subsequently, we made additional measurements of water surface <br />elevations at different flow levels to calibrate a one-dimensional hydraulic model. Whous (1998) <br />has done similar work at one site on the Gunnison River. Later in this report we discuss his <br />results, and provide additional estimates of thresholds for gravel transport on the Gunnison River. <br />m <br />LL 60 <br />C <br />e <br />? 40 <br />m <br />CL <br />20 <br />12