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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 />II <br /> <br />SECTION 6 <br /> <br />MODEL AND RESULTS <br /> <br />6.1 MODEL DESCRIPTION <br /> <br />An Excel Spreadsheet model was developed to simulate the various inflows, demands and pools <br />sizes. The model was a direct solution, daily model. A starting storage value of zero acre-feet <br />was assumed for each simulation. The storage value for the next day was computed as: <br /> <br />L'lS = I - 0 <br /> <br />Where <br /> <br />L'lS = change in storage, <br />I = inflow, and <br />0= outflow (demand plus evaporation) <br /> <br />Evaporation was computed based on the reservoir area vs. capacity curve for Chatfield Reservoir <br />(D. S. Army Corps of Engineers, Omaha District, August 7, 2000, see Appendix B herein) and <br />monthly evaporation rates. Evaporation was prorated between the conservation storage pool and <br />the rcallocated storage pool. If the resulting total storage after netting out the evaporation was <br />less than zero, reservoir outflow was adjusted to set storage to zero. If the result was greater than <br />the maximum storage allowed, a spill was added to the outflow. This process was repeated for <br />every time step in the model. Charts were linked to the model to show the results in graphical <br />form. <br /> <br />The normal maximum level of the Denver Water operations pool in Chatfield Reservoir is <br />5432 feet MSL; however, this pool level fluctuates. The three reallocated Chatfield Reservoir <br />storage pools were assumed to be on top ofthe fluctuating Denver Water operations pool. <br />Consequently, the water surface levels for the reallocated Chatfield Reservoir storage pools will <br />also fluctuate. For example, the water surface elevation for the full 20,600 acre-feet reallocated <br />storage pool will not always be 5,434 feet MSL; actual elevation will depend on the volume of <br />storage in the Denver Water operations pool. <br /> <br />6.2 MODEL RESULTS <br /> <br />6.2.1 General <br /> <br />Modeling results for the combinations of three proposed reallocated Chatfield Reservoir storage <br />pools and five potential target releases are presented graphically in a series of five figures for <br />each reallocated storage pooJ/user: <br /> <br />. <br /> <br />Figures I-A through l5-A present inflows to storage, spills and storage for each <br />scenano. <br />Figures l-B through 15-B present demand (target releases), the actual releases <br />from reallocated storage (met demand) and evaporation. <br /> <br />. <br /> <br />P :\Data\GEN\CWCB\Chatfield\Repon 12.02\RevisedChatReportl 03\Report2-03 _doc <br /> <br />13 <br />