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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />As shown in the table, the Taylor Park Reservoir has a decreasing effect in the downstream direction. <br />The reservoir has the most effect directly downstream of the dam with a reduction in the peak flow of 42 <br />percent. Further downstream, the effect of the reservoir is muted as more unregulated flow is added. The <br />Taylor River at A1mont has a 20 percent reduction and the Gunnison River at Almont and near Gunnison <br />having reductions of 10 and 8 percent, respectively. <br /> <br />Since the Taylor Park Reservoir is primarily operated for downstream irrigation supply, it is likely that the <br />gate operation schedule and/or the initial water surface in the reservoir could vary drastically depending <br />on variables outside the scope of this study. In order to determine the effects of a more complicated <br />reservoir operation, a more detail reservoir simulation model, such as HEC-5 or RESSIM, would be <br />needed in order to incorporate the supply aspects of the operation. <br /> <br />Table 6.4.1 <br /> <br />Reservoir Operation Model Results for Starting Water Surface Elevation of 9,328 <br />feet <br /> <br /> Unregulated Regulated <br /> Peak Daily Difference <br /> Flow Peak Flow (cfs) % Difference <br /> (cfs) (cfs) <br />Tavlor River Below Taylor Park Reservoir 2,573 1,817 757 42% <br />Inflow to Taylor Park River Between 1,667 1,667 0 0% <br />Tavlor Park Reservoir and Almont <br />Taylor River at Almont 4,146 3,457 689 20% <br />East River at Almont 4,537 4,537 0 0% <br />Gunnison at Almont 8,683 7,926 758 10% <br />Inflow to Gunnison River Between <br />Almont and Gunnison (Primary Tributary 1,750 1,750 0 0% <br />- Ohio Creek near Gunnison) <br />Gunnison River near Gunnison 10,051 9,293 758 8% <br /> <br />54 <br />