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<br />.00 a ::; 19 <br /> <br />~G2.2d\ (-oQ-,?f <br /> <br />, <br /> <br />CROSS <br />TASK MEMORANDUM 1.15-27 <br />PHASE II <br /> <br />Calibration of MOOSIM Prototype <br /> <br />1.0 ISSUE <br /> <br />The purpose of this task memorandum is to generally describe and document the procedures used <br />to calibrate the MODSIM computer model, developed as the prototype Water Rights Planning <br />Model (WRPM) for the Gunnison River basin. Calibration is necessary to establish credibility of the <br />model performance and to ensure that the model of the river system is producing accurate data. <br /> <br />2.0 DISCUSSION <br /> <br />2.1 General <br />For the purposes of the CROSS, calibration is accomplished by a comparison of the model <br />simulation results to measured historical data available from the U.S.G.S. and the Division of Water <br />Resources (stream gage data, reservoir storage contents, diversions at key structures, etc.). In <br />order to replicate historic hydrologic conditions in the Gunnison River basin, the results from the <br />model simulation for the "good neighbor" protocol were used in the calibration. As opposed to <br />river administration in strict accordance with the priority system, the good neighbor protocol <br />reflects a number of informal agreements among the major water users and the Division Engineer <br />that are intended to maximize beneficial use of water within the basin by limiting an administrative <br />"call" by senior water rights against junior water rights in the Gunnison and Uncompahgre river <br />basins. <br /> <br />The model calibration was focused on the eleven year period, 1980 through 1990. This period <br />was selected because it represents both wet and dry year hydrologic conditions and is recent <br />enough to reflect the operations of most of the major storage and diversion facilities in the basin, <br />with the exception of Ridgway Reservoir (1988). <br /> <br />2.2 Calibration Points <br />The following stream gages, reservoirs and key water right structures were selected for the <br />comparison of historic versus model simulated data: <br /> <br />Stream Gaaes: <br /> <br />Gunnison River at Gunnison; Gunnison River at Delta; North Fork of <br />Gunnison near Somerset; Uncompahgre River at Colona; Uncompahgre River <br />at Delta; Gunnison River near Grand Junction. <br /> <br />Reservoirs: <br /> <br />Blue Mesa Reservoir; Taylor Park Reservoir; Ridgway Reservoir; Paonia <br />Reservoir. <br /> <br />Kev Structures: <br /> <br />Gunnison Tunnel (South Canal); North Delta Canal; Bonafide, Relief and <br />Hartland ditches (aggregated); Fire Mountain Canal; Loutzenhizer Ditch; Selig <br />Ditch; <br /> <br />A276 01 -26-96 <br /> <br />1 <br /> <br />1.16-27 Foshs, Ritsch <br />