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<br />River, had the fewest pools, and stratum 3, a mostly canyon bound reach with the greatest <br /> <br /> <br />gradient (0.16%), had the most and deepest eddies (Tables I and 2). <br /> <br /> <br />WUA varied among strata depending on the habitat suitability curve used (Table 3). The <br /> <br /> <br />daytime resting curve developed from Yampa River data showed stratum 3 averaged 7.3 m2 <br /> <br /> <br />perl00 m2 of surface area; the other strata all averaged <4.3. The daytime resting curve gave <br /> <br /> <br />highest scores for habitats> 1.2 m deep. The night foraging curve, also developed from Yampa <br /> <br /> <br />River data, and the White River curve showed similar results because the HSI's were similar <br /> <br /> <br />(Appendix 1). All strata had similar WUA for these two curves, with stratum 3 the highest score <br /> <br /> <br />of65.4 m2 per 100 m2 surface area and stratum 1 with the lowest score of 46.8. <br /> <br /> <br />Mesohabitat Composition vs. Discharge <br /> <br /> <br />Habitat composition changed little among the three experimental flows (Table 1), in part <br /> <br /> <br />the result of the small range of discharge (339--552 cfs). Pool, riffle, run, and eddy habitats are <br /> <br /> <br />characterized as to width, depth, and velocity in Table 2. As expected, all increased with <br /> <br /> <br />increasing flow. <br /> <br /> <br />To examine a wider range of flows, we simulated the habitat-flow relation. The modeled <br /> <br /> <br />habitat composition for flows between 150 and 600 cfs was stable at 32% riffles, 33% runs, 10% <br /> <br /> <br />pools and 25% eddies; however, as flows dropped below 150 cfs, riflles increased to <br /> <br /> <br />approximately 42% and eddies decreased to 13% (Figure 7). <br /> <br /> <br />Riffle Wetted Perimeter and Area vs. Discharge <br /> <br /> <br />Wetted perimeter-discharge relationships for individual cross sections showed a range <br /> <br /> <br />from classical fast rise and abrupt turn to an asymptote with an obvious curve break to a linear <br /> <br />relation with no obvious curve break (see Appendix 4, cross section 10102 for classical relation <br /> <br />10 <br />