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<br />7::,1 <br />" <br /> <br /> <br /> <br /> <br />I <br />"I <br />'\ <br />..] <br />":1 <br />I <br />J <br />] <br />.J <br />J <br />,'J, <br />" <br /> <br /> <br /> <br /> <br /> <br />'J <br />J <br />J <br />J <br />I <br />J <br /> <br />21 <br />Of the four flow and sediment transport modeling sites, two were <br />established in the 15 mile reach (Palisade and Corn Lake sites), and two in <br />the 18 mile reach (Redlands and RM162.4 sites) (Figure 2.1). Each site <br />consists of 6-7 main channel cross-sections, spaced aPI?roximately 1 <br />channel width apart, located in relatively straight, single-thread reaches of <br />the river. Both sites in the 15 mile reach are constrained on their left bank <br /> <br />by shale cliffs, but have a floodplain on their right bank. In the 18 mile <br />reach the sites have vegetated floodplains on both banks. Thus, the <br />channel through these sites has the ability to adjust, and should represent <br />quasi-natural conditions throughout the Grand Valley. <br />The 32 main channel cross-sections were surveyed at one-mile <br />intervals, as measured on 1:24,000 scale topographic maps. Each cross- <br />section extended above the bankfull elevation, and varied in width from <br />approximately 75 to 300 meters (745-985 ft). All cross-sections were <br />alluvial, although frequently one bank was confined by a dike or bedrock. <br />