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l <br />Table 1. Mean percent error associated with the number of <br />points used in establishing a stage-discharge <br />relationship, with no limitations on the data used <br />or range of extrapolations. Use of one point <br />indicated application of Manning's equation. Limits <br />on regression slope employed for 2-point rating <br />curve. <br /> Number of P oints used in a ibration <br />Location of Gaging Station 1 2 3 4 5 6 <br /> <br />Oak Creek near Corvallis, OR 56.8 22.2 22.8 12.5 11.3 10.8 <br />Yakima River at Umtanum, WA 47.8 8.0 3.1 2.6 2.4 2.3 <br />American River near Nile, WA 38.0 13.6 8.1 6.2 5.6 5.3 <br />Yampa River at Maybelle, CO 22.3 21.6 6.9 6.0 5.6 5.5 <br />Yampa River at Steamboat <br />Springs, CO <br />61.2 <br />5.4 <br />9.2 <br />6.8 <br />6.0 <br />5.7 <br />Cache la Poudre River <br />at mouth (CO) 50.6 11.1 11.0 7.3 6.6 6.2 <br />South Platte River near <br />Kersey, CO 41-0 12.0 10.7 9.4 -- -- <br />North Branch, Elkhart River <br />near Casperville, IN 22.6 26.1 47.5 23.5 24.2 18.8 <br />Elkhart River at Goshen, IN 22.9 11,944 10.1 7.6 6.8 6.4 <br />St Joseoh River At Elkhart, IN 30.5 15.2 14.3 10.0 9.2 8.7 <br />33