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conducted during the winter of 1996-19971 to make observations of the river ice conditions and <br />to measure the response of the ice cover to Flaming Gorge Dam releases that were steady <br />throughout the day and to releases that fluctuated over a 24-hr period. A flow routing model of <br />the study reach of the Green River was developed using available surveyed river cross-section <br />information. This model, calibrated using the 1996-97 survey data, allowed us to predict and <br />evaluate the effects of daily fluctuations in flow on hydraulic conditions in the study area and to <br />estimate the limits of the river influenced by the fluctuating releases. Finally, a model of river <br />ice processes in the Green River study reach was developed and combined with the unsteady <br />flow model to simulate the formation of ice in the Green River during winters for which <br />appropriate data were available: the winters of 1989-1990 through 1995-1996. Impacts of <br />hydropower releases on ice processes in the Green River were evaluated using these models. <br />1.1 RIVER ICE FORMATION <br />The formation of river ice cover reflects the meteorologic and hydrologic conditions of <br />the region through which the river flows and the hydraulic conditions of the river channel itself. <br />Ice production in a river begins when the river water reaches a temperature of 0 °C. The river <br />water temperature represents the balance of heat transfer into and out of the river. In most rivers, <br />the dominant heat exchange is between the water surface and the atmosphere. The reservoir <br />behind Flaming Gorge Dam represents a large source of stored heat during the winter. <br />Measurements indicate that the temperature of water released from Flaming Gorge Dam rarely <br />falls below about 4°C in the winter (although Valdez and Masslich [1989] reported that the <br />temperature of releases varied from 1.7°C to 6.2°C during 1987-1988). Downstream of Flaming <br />Gorge Dam, any heat input into the river, other than through the water surface, is probably <br />minor. During cold weather, the Green River cools in response to heat loss from the water <br />surface to the atmosphere. The distance downstream of Flaming Gorge Dam where water <br />temperature drops to 0 °C depends on the release temperature, the heat transfer rate, and the <br />volume of water being released. The point at which substantial ice formation first occurs in the <br />main channel identifies the approximate downstream extent of the winter temperature influence <br />of releases from Flaming Gorge Dam. Records indicate that the winter water temperature in the <br />Green River is often 0 °C by the time it reaches the upstream end of the study reach (Section <br />2.1). <br />The type of ice formed in the Green River is controlled by the flow conditions in the <br />channel. In the faster moving reaches, frazil ice will form. Frazil ice is ice particles formed in <br />turbulent, supercooled water (i.e., temperatures slightly below the freezing point). Frazil ice does <br />'Based upon historic meteorological conditions and reports of ice occurrence, the winter period in this <br />report is considered to extend from November through March. Thus, the winter of 1996-1997 refers to November <br />1996 through March 1997. <br />-2-