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<br />Draft Fmal Completion Report [0 UDWR for Contract #93 -I 070, Amendment 3 <br /> <br />34 <br /> <br />RESULTS <br /> <br />The components of this research address different scales and multiple disciplines: and this discussion of results <br /> <br />progresses from the small scale to the large. and from geomorphology to flow and sediment transport modeling to habitat <br /> <br />availability and ecology. <br /> <br />Geomorphology <br /> <br />Much of this study focused on the bank-attached compound bar in the upstream part of the 1.5-Ian reach (Fig. <br /> <br />15), While other types of bars exist in this reach, bank-attached compound bars were the predominate bar form and <br /> <br />most consistent contributor to available nursery habitat. The bank-attached bar in the 1.5-Ian reach was a persistent <br /> <br />channel feature whose maximum elevation was up to 1.75 m above base-flow stage during the period of this smdy. The <br /> <br /> <br />point bar in the downstream part of the reach (Fig. 15) was a lower elevation deposit (<0.75 m above base flow) that <br /> <br />changed greatly in emergent area at base flow during this study. Cross sections were numbered from downstream to <br /> <br />upstream (Fig. 15). <br /> <br />Geomorphic Characteristics and Changes of the <br />Bank.attached Cum pound Bar in the Upstream <br />Part of the 1.5-km Reach <br /> <br />The bank-attached bar in the upstream end of the 1.5-Ian reach was composed of 3 distinct units (Fig. 16). The <br /> <br />highest elevations of the bar ( > 95.0 m) were stabilized by saltcedar and willow. The main bar platform (94,0 - 95.0 m <br /> <br />in 1993, 93.75 - 95.0 m in 1994) was composed of bare white sand deposited and/or reworked during high discharges. <br /> <br />The lower bar platform (93.5 - 94.0 m in 1993 and 93.5 - 93.75 m in 1994) was composed of wet, white or silty dark <br /> <br />sands and was inundated by discharges less than about 100 mJfs. <br /> <br />This bar was first surveyed in 1986, and the bar was completely unvegetated at that time (Andrews and Nelson, <br /> <br />1989). The bar also extended further downstream than in any subsequent survey. These conditions presumably were <br /> <br />the result of the high annual discharges that occurred in the study area between 1983 and 1986. Vegetation had <br /> <br />colonized the high elevation part of the bar by September 1990. <br /> <br />This bar includes several geomorphic features. A chute channel dissected the bar between cross-sections 7 <br /> <br />and 8 (Fig. 16) in 1993 and 1994. Facing downstream, a secondary channel followed the bank on river right (RR). <br />