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Figure 24. Relations between discharge and dimensionless shear stress in two reaches of the <br />Colorado River ......................................................................................... .38 <br />Figure 25. Relations between discharge and dimensionless shear stress in 4 additional reaches <br />of the Colorado River .....................................................................................39 <br />Figure 26. Downstream trends in bankfull width, depth, and dimensionless shear stress of the <br />Colorado River .............................................................................................42 <br />Figure 27. Downstream trends in bankfull width, depth, and dimensionless shear stress of the <br />Gunnison River .............................................................................:..............43 <br />Figure 28. Estimates of the critical discharge and the bankfull discharge at individual cross <br />sections of the Colorado River and the Gunnison River ............ ............45 <br />Figure 29. Magnitude-frequency relations for sediment transport at the Palisade and the State <br />Line gauging stations ......................................................................................47 <br />Figure 30. Magnitude-frequency relations for the Colorado River near Cameo under different <br />flow augmentation scenarios .............................................................................49 <br />IV