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<br />Final Report <br /> <br />3-17 <br /> <br />September 2000 <br /> <br /> Green River Near Greendale, Utah <br /> 1000 <br />- 900 <br />I/) 800 -Regulated <br />- <br />.... <br />E 700 ~Unregulated <br />- 600 <br />== 500 <br />0 400 <br />LL <br />~ 300 <br />CIS 200 <br />CI) <br />D- 100 <br /> 0 <br /> 0 10 20 30 40 50 60 70 80 90 100 <br /> Green River Near Jensen, Utah <br /> 1800 <br />- 1600 <br />I/) <br />- 1400 <br />.... <br />E 1200 <br />- <br />== 1000 <br />0 800 <br />LL 600 <br />~ 400 <br />CIS <br />CI) 200 <br />D- <br /> o <br /> 0 10 20 30 40 50 60 70 80 90 100 <br /> Green River Near Green River, Utah <br /> 2200 <br />- 2000 <br />I/) <br />- 1800 <br />.... <br />E 1600 <br />- 1400 <br />== 1200 <br />0 1000 <br />LL 800 <br />~ 600 <br />CIS 400 <br />CI) 200 <br />D- <br /> o <br /> 0 10 20 30 40 50 60 70 80 90 100 <br /> Probability of Exceedance <br /> <br /> <br /> <br /> <br /> <br />Figure 3.8.-Peak flow exceedance curves for regulated and unregulated flows in the Green <br />River, 1963-1996. <br /> <br />~ <br />