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Last modified
7/14/2009 5:02:32 PM
Creation date
6/1/2009 12:00:15 PM
Metadata
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UCREFRP
UCREFRP Catalog Number
8028
Author
Daly, S. F., et al.
Title
Effect Of Daily Fluctuations From Flaming Gorge Dam On Formation Of Ice Covers On The Green River -Draft.
USFW Year
1997.
USFW - Doc Type
\
Copyright Material
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1 <br />EXECUTIVE SUNIIVIARY <br />' 1. This report provides results and conclusions of a detailed investigation of the ice processes on <br />the Green River downstream of Flaming Gorge Dam with the overall goal of determining the <br />~ influence of daily water releases from Flaming Gorge Dam on river ice processes. <br />2. Historical measurements of water and air temperatures, and historical and current (winter of <br />1996-1997) ice observations were analyzed. Ice occurred in the Green River study reach (Ouray <br />Bridge, RM 250 to the Chew Bridge, RM 315) during every winter for which direct observations <br />were available. Historical observations of ice recorded by the USGS during discharge <br />measurements were found to be unreliable indicators of historical ice presence because of the <br />intermittent nature of the observations. <br />3. Formation of ice cover followed a consistent pattern during winters for which historical <br />observations were available. The daily release schedule of Flaming Gorge Dam, whether steady <br />or fluctuating as a result of hydropower demand, was found to have no apparent effect on the <br />basic outline of this pattern. The initial ice observed each winter was frazil ice, transported at the <br />water surface in the form of slush, floes, and pancake ice. A stationary ice cover formed initially <br />near the Ouray Bridge and progressed upstream. Ice cover was formed primarily by juxtaposition <br />of floes up to RM 290. Upstream of RM 290, underturning of ice floes and a rougher ice surface <br />were more typical. The upstream extent of the ice cover was typically at least up to RM 302 and <br />often extended upstream of this point. No complete ice cover was reported upstream of Chew <br />Bridge (RM 316), except for short, isolated stretches during a particularly severe winter. <br />Apparently the river gradient is too steep to allow progression past this point during most <br />' winters. <br />4. Analysis of hydraulic conditions during the 1997 field survey indicated that daily fluctuations <br />of releases from Flaming Gorge Dam have little effect on hydraulic conditions in the Green River <br />downstream of RM 300 (Jensen Bridge). Thus, daily fluctuations are unlikely to affect ice cover <br />formation downstream of this point to any significant degree. Upstream of the Jensen Bridge <br />daily fluctuations have a more pronounced effect and can affect ice cover formation. <br />5. The primary result of daily fluctuations in flow is probably to transport frazil ice beneath the <br />ice cover in the reach above the Jensen Bridge. As formation of the ice cover progresses <br />upstream from the Jensen Bridge, deposition of frazil ice caused by the daily fluctuations results <br />in an ice cover thicker than ice covers that occur through this reach under steady flow. Frazil <br />depositions several feet thick were observed in this reach during the winter of 1987-88 when <br />water releases from Flaming Gorge Dam fluctuated daily. The ice cover that developed in this <br />reach under conditions of steady flow during the 1997 field survey was about 0.8 feet thick. <br />6. A nume 'cal v <br />n model of dynamic ice formation m the Green River was de eloped and used to <br />simulate ice cover formation on the Green River for the winters of 1989-90 through 1995-96. <br />The ice model results were in general agreement with historical ice observations. <br />1 <br />iii <br />
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