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During moderate flow periods and in the absence of high scouring <br />flows, sediment deposits were quickly stabilized by vegetation (including <br />introduced tamarisk) and natural levees developed (Graf 1978, 1985). Flooding <br />frequency temporarily increased as even moderate flows filled narrowed, <br />vegetation-encroached river margins. Sediment was deposited in low velocity <br />vegetated surfaces on top of river bank margins and mid-channel islands, <br />raising surface elevations from 1 m to 3.5 m above low water level in the <br />Canyonlands reach of the Green River. -River widths in this reach were <br />reduced on average 27 percent with a range of 13-55 percent (Graf 1978). <br />Continued water depletions coupled with increased bank height <br />eventually reduced overbank flooding frequency. Agricultural and urban <br />development along rivers resulted in additional levee construction compounding <br />the effects of natural levee formation. Dam construction in the 1960s further <br />reduced seasonal flow variability and led to further reduction in floodplain <br />connectivity. Mitigation projects for loss of floodplain resulted in wetland <br />projects such as Ouray National Wildlife Refuge on the middle Green River. <br />These projects resorted to construction of levees (Figure 8) and expensive <br />diversion and pumping facilities to route water into wetland areas for waterfowl <br />production. Unfortunately this approach was initiated prior to thorough <br />examination of historic waterfowl production numbers and consideration of <br />alternative management options more in tune with natural flow patterns <br />required by native vegetation and wildlife. These projects often became multi- <br />purpose and included agricultural components and hunting enhancement. On <br />the middle Green River after the closing of Flaming Gorge Dam, access to <br />productive low velocity habitat for native fishes became a rare 10-year event <br />instead of a regular occurrence about once every 2 or 3 years. Loss of <br />floodplain connectivity occurred throughout the entire upper basin due to <br />reduction in peak flows, except during extremely high flow years that occurred <br />in the mid 1980s (Figure 9). <br />18