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Important assumptions of the temperature model include: <br />- Water in the system is instantaneously and thoroughly <br />mixed at all times and places. This does not allow <br />lateral temperature distribution across the stream <br />channel. <br />- Stream geometry is characterized by average <br />conditions. For example, each reach has average slope, <br />shade, and azimuth. <br />- Distribution of water in the network is based on mass <br />balance, so discharges vary linearly between points of <br />known flow. <br />- Thermodynamics are assumed to be constant for the <br />duration of a time step. Steady state hydrometeorologi- <br />cal inputs are presumed to be present long enough for <br />steady state temperatures to reach the lowest point in <br />the stream network. If travel time from the rim station <br />to the downstream end of the network is signi- <br />ficantly larger than the time step period, the results <br />are less reliable. <br />- Average shade conditions in the basin are held <br />constant in our analysis. <br />• - Groundwater inflow is assumed to be at ambient air <br />temperature. <br />- Solar radiation, meteorological, and hydrological <br />parameters are 24-hour averages. <br />Prewitt et. al. (1981), Theurer and Voos (1982), and Theurer et. <br />al. (1982) have completed temperature modeling studies in the <br />Upper Colorado River Basin. These acomplishments were the <br />catalyst for the development of the basin-wide temperature model <br />used for this study. Input data to the basin-wide model was <br />first developed by Guy and Theurer (1984); the hydrologic, <br />meteorologic, and water temperature data used in Guy and <br />Theurer's work covered the period from water year 1960 to 1982. <br />A brief description of their work follows. <br />0 <br />2