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<br />OJJ:O <br /> <br />27 <br /> <br />Comparison of Predictive Capabilities of the Multiple <br />R-2 Cross and Incremental (IFG4) Methods <br /> <br />In addition to evaluating stream flow values, the capability <br />of the R-2 Cross and the IFG4 models for predicting average depth <br />and average velocity was evaluated. Predicted average velocity <br />varied considerably between model outputs. Variations in average <br />depth for a given transect were much less. In only five out of <br />fourteen stream reaches (the IFG4 Me~hod was not used on the South <br />Platte and East Rivers) did the average depth output between the <br />R-2 Cross and the IFG4 vary more than 0.1 fee~ and in 50 percent <br />of the cases the variation was 0.05 feet or less (Table 11). <br /> <br />Table 11. Comparison of multiple R-2 Cross and IFG4 methodologies <br /> for average depth and average velocity predictions. <br /> Av. Av. velo- <br /> Number depth(ft) city(ft/sec) <br /> of cross R-2 R-2 <br /> Stream name sections Cross IFG4 Cross IFG4 <br />Cache la Poudre River, 4 0.65 0.63 1.18 0.67 <br />Little South Fork <br />Carnero Creek, 8 0.33 0.33 1. 21 0.81 <br />South Fork <br />Cucharas River 8 0.31 0.31 1.28 1.03 <br />Cunningham River 7 0.24 0.52 2.09 0.43 <br />Fryingpan River I 4 0.79 0.78 1.41 0.93 <br />(Taylor Creek) <br />Fryingpan River II 3 0.70 0.75 1.09 0.80 <br />(Castle View) <br />Fryingpan River, 6 0.38 0.49 0.83 0.60 <br />North Fork <br />Fryingpan River, 5 0.40 0.53 0.66 0.67 <br />South Fork <br />Gunnison River, 6 0.68 0.73 1.69 1.25 <br />Lake Fork <br />Huerfano River 8 0.40 0.46 1.14 0.79 <br />Rio Grande River, 6 0.58 0.63 1.27 0.93 <br />South Fork <br />Sangre de Cristo Creek 8 0.25 0.34 0.92 0.65 <br />St. Louis Creek 7 0.50 0.46 1.11 0.75 <br />Williams Fork River 8 0.54 0.73 1.51 1.09 <br />I & II <br />