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<br />Final Report <br /> <br />3-41 <br /> <br />September 2000 <br /> <br />An important component of shoreline complexity is backwater habitat; this comprises areas <br />oflow or no flow velocity that serve as important nursery habitats for young fishes (Chapter 4). After <br />the 1987 spring peak, remote sensing was used to examine trends in the size, total area, and numbers <br />of backwaters over a range of flows (Pucherelli et al. 1990); the total area of backwater habitat in <br />Reach 2 was maximized at flows between 37 and 55 m3/s (Figure 3.16). The relationship to flow at <br />the two study areas within Reach 3 was less clear, but the gage data used to determine this <br />relationship probably did not accurately reflect actual flow at the study areas. <br /> <br />Bell (undated) used aerial photography to measure the amount of backwater present at <br />Jensen and Ouray in Reach 2 in October 1993 and August 1996 and at Mineral Bottom in Reach 3 <br />in October 1993 and August 1996. Flows on these dates were similar (46 and 48 m3 Is, respectively, <br />at the Jensen gage and 57 and 63 m3/s, respectively, at the Green River gage). For comparison, Bell <br />(undated) presented the amount of backwater area in 1987 as determined by Pucherelli et al. (1990) <br />at comparable flows (46 m3/s at the Jensen gage, 79 m3/s at the Green River gage). Despite the <br />similarity in flows at the time of photography, the area of backwater habitat differed considerably <br />among years (Figure 3.17). Bell postulated that differences in annual peak flows could have produced <br />the observed differences. <br /> <br />Rakowski and Schmidt (1999) concluded that establishing a single target flow that is <br />intended to maximize habitat availability every year is inappropriate because bar topography, and <br />therefore habitat availability, changes annually in response to the passage of peak flows. They placed <br />the magnitude of flood peaks into three categories: (I) very low peaks that do not inundate the bar <br />tops but rearrange sediment along the bar margins, (2) low peaks that inundate the bars but do not <br />overtop the banks, and (3) large floods that overtop the banks. Although the channel responds rapidly <br />to changes in discharge, the imprint of antecedent conditions on the low-flow channel form (for <br />example, the relative elevation of the bar tops and the distribution of sediment within the channel) <br />survives flood passage, especially the passage of low-magnitude floods. Thus, the availability of <br />nursery habitat for the endangered fishes during low-flow periods depends on the channel form that <br />has resulted from recent floods and antecedent channel conditions (Table 3.13; Rakowski and <br />Schmidt 1999). <br /> <br />Detailed measurements of a sand bar in 1993 and 1994 were used to determine the <br />inter-annual changes that occur to habitat availability as a result of flood passage in Reach 2 <br />(Rakowski and Schmidt 1999). Spring runoff was much higher in 1993 (566 m3 Is) than in 1994 <br />(331 m3/s), and the topography of the study bar during low flows as well as the configuration and <br />availability of nursery habitats differed between those years (Rakowski and Schmidt 1999). During <br />both years, habitat availability was maximized at flows much greater than the target flows identified <br />in the 1992 Biological Opinion. In 1993, the amount of nursery habitat was highest at flows of about <br />140 m3/s; in 1994, the greatest amount of habitat was available at 120 m3/s. The difference between <br />the two years in the relationship between flow and habitat availability was so great that the flow that <br />produced the maximum amount of habitat in 1993 produced no habitat in 1994. <br />