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.Significant changes occur in the release hydrograph pattern in <br />this reach of the river. The model parameters were adjusted <br />until the observed conditions at the Gates of Lodore were <br />adequately simulated. <br />In 1985, endangered species and recreational concerns prompted <br />the extension of the model calibration down to the USGS gage at <br />Jensen, Utah, with intermediate calibration checks at Hell's Half <br />Mile, Jones Hole, and Rainbow Park. Staff gage readings only <br />were taken at these intermediate points, while the actual flow <br />readings at the Jensen gage were used in the calibration. The <br />results of this model were used to evaluate the impacts of <br />proposed endangered species flows during August and September. <br />Graphs included in the 1987 Environmental Assessment for the <br />Recovery Implementation Plan were taken from routings performed <br />using this model. From a recreation perspective, this model also <br />provided insights into the specific results of increasing the <br />minimum night-time releases from the dam. <br />Echo Park to Tia Juana Bottom <br />During November 1987, a week was spent calibrating and validating <br />the SSARR Model from Echo Park to the Ouray Refuge. The <br />calibration process consisted of establishing the network <br />displayed in Figure 1, and selecting a calibration period when <br />data was available from all the USGS gages and the Service <br />operated recorders. Initial calibration of the Echo Park to <br />Ouray Refuge reach was based upon having good recorder data at <br />both sites from October 7-21, 1987. Based upon this period, <br />information from the recorder strip charts, rating tables and <br />USGS gages was then input to the SSARR at Mitten Park, Jensen and <br />the Ouray Refuge. The calibration was accomplished by comparing <br />observed flows at each site with computed flows at each site, and <br />adjusting travel times and model coefficients to align the peaks, <br />and to adjust attenuation of the peaks. The model was considered <br />calibrated at a site when the observed and computed time series <br />plots matched within 3 hours and the flows coincided within 20 <br />percent. <br />Further calibration work was undertaken in July of 1988 when data <br />for the Tia Juana Bottom site was added and additional points <br />were added to the Mitten Park and Ouray Refuge rating tables. <br />Ouray Refuge <br />Figures 6-8 display graphically the results of the calibration' <br />process at Ouray Refuge. The figures show a typical peaking <br />release from Flaming Gorge and the attenuation that takes place <br />by the time the water reaches the Ouray Refuge site. The results <br />of the calibration indicated that travel time from Flaming Gorge <br />to ouray is 56 hours, and the maximum change in stage from trough <br />to peak is 1.45 feet when peaking flows range from 800 cfs to <br />4200 cfs. Tables 4 and 5 display similar results for each of the <br />sites that are currently calibrated based upon differing releases <br />from Flaming Gorge. <br />13