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<br />Draft Final Completion Report to UDWR for Contract #93-1070, Amendment 3 <br /> <br />XIV <br /> <br />UST OF fIGURES <br /> <br />Figure Page <br />I. General and detailed location maps for the study reaches. ............................................. 87 <br />2. Longitudinal profile of the Green River . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 <br />3 . Average annual hydrographs for the Yampa River and the Green River near Jensen, Utah. ................... 87 <br />4. Recurrence interval of instantaneous peaks for the Green River near Jensen, Utah . . . . . . . . . . . . . . . . . . . . . . . . .. 87 <br />5. Annual peak discharge for the Green River near Jensen, Utah. ......................................... 87 <br />6. Five-year moving average of September mean monthly discharge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 87 <br />7. Five-year moving averages of mean monthly discharge for December (solid line), January (dashed line), and February <br /> <br /> <br />(+'s). .................................................................................. 87 <br /> <br /> <br />8. Bank-attached compound bar withiIi the l.5-km reach in September 1992. Flow is from the top of the page. .... 87 <br /> <br />9. For the period 1951 to 1965. water surface and thalweg elevation for the US Geological Survey stream gage Green <br /> <br /> <br />River near Ouray, Utah . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 <br /> <br /> <br />10. Hydrograph of mean daily discharge for the study period showing dates of cross-section measurements (X's), and <br />Reclamation video overflights (filled X)'s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 <br />II. Stage/Discharge relationship developed forthe 1.5-km study reach. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 <br />12. GIS map of the lO-km study reach for July 1994. ........ . . .. .. .. . . .. . .. . .. . . .. . .. . .. . .. .. .. .. . . .... 87 <br />13. Shoreline development index of Wetzel (1983). ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 <br />14. Detailed topographic map of the bank-attached compound bar within the 1.5-kmreachduring 1993 and 1994. . 88 <br />15. 1.5-km study reach in July 1994 from interpreted Reclamation video prints. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 <br />16. Detailed topographic maps of the bank-attached compound bar within the 1.5-km reach for 1993 and 1994 showing <br />the 3 units that compose the bar as determined by elevation. ...................................... 88 <br />17. Comparison of psuedo-topographic units from the video prints to the detailed topographic maps (Fig. 16) ..... 88 <br />18. Reach scale changes in sediment storage and its relation to the flood hydrograph . . . . . . . . . . . . . . . . . . . . . . . . . . 88 <br />19. Average bed elevation for each cross section for three survey dates. November 1992 (filled X's), August 1993 <br />(+'s). and July 1994 (X's) ................................................................. 88 <br />20. Longitudial changes 'in sediment storage within the 1.5-km reach ...................................... 88 <br /> <br />*-" <br />