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<br />XIV <br /> <br />Figure <br /> <br />. , <br />I <br />! <br /> <br />5.6 Cross-sections representative of the downstream ends <br />(mouth) of the three sites---------_____________________________86 <br /> <br />I <br /> <br />5.7 Cross-sections representative of the upstream ends of the <br />three sites -___________87 <br /> <br />~;.-) <br />"-,1. <br />--.:,] <br />':1 <br />'I <br />wJ <br />.J <br /> <br />J <br /> <br />'J: <br /> <br />. <br /> <br /> <br /> <br />] <br />j <br />] <br />] <br />_ J <br />] <br />J <br /> <br />5.8 Changes in main channel cross-sections from the flows of <br />1995 ___________ 90 <br /> <br />6.1 Map of the 15 and 18 mile reach of the Colorado River and <br />the four modeling sites----____________________________96 <br /> <br />6.2 Main channel cross-sections of the Palisade site_______________99 <br /> <br />6.3 Main channel cross-sections of the Corn Lake site-----------100 <br /> <br />6.4 Main channel cross-sections of the Redlands Parkway <br />site.u ------101 <br /> <br />6.5 Main channel cross-sections at the RM 162.4 site-------------l02 <br /> <br />6.6 Sediment size distribution curves for surface and subsurface <br />material at the four modeling sites-------------------------______l04 <br /> <br />6.7 Bed and water surface profiles and the relationship <br />between dimensionless shear stress and discharge at the <br />Palisade site-------_________________________________113 <br /> <br />6.8 Bed and water surface profiles and the relationship <br />between dimensionless shear stress and discharge at the <br /> <br />Com Lake site__________________________________________________------114 <br /> <br />6.9 Bed and water surface profiles and the relationship <br />between dimensionless shear stress and discharge at the <br />Red lands Parkway si te--------------------------_______________________119 <br /> <br />6.10 Bed and water surface profiles and the relationship <br />between dimensionless shear stress and discharge at the <br />RM 162.4 site_____________________________________________________________ 120 <br />