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CRDSS_Task1_15-27_CalibrationOfMODSIMPrototype
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CRDSS_Task1_15-27_CalibrationOfMODSIMPrototype
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Last modified
9/26/2011 8:32:33 AM
Creation date
7/11/2008 12:46:29 PM
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Decision Support Systems
Title
CRDSS Task 1.15-27 - Water Rights Planning Model - Calibation of MODSIM Prototype
Description
The purpose of this task memorandum is to describe and document the procedures used to calibrate the MODSIM computer model developed as the prototype water rights planning model (WRPM) for the Gunnison River basin.
Decision Support - Doc Type
Task Memorandum
Date
1/9/1995
DSS Category
Surface Water
DSS
Colorado River
Basin
Colorado Mainstem
Gunnison
Contract/PO #
C153658, C153727, C153752
Grant Type
Non-Reimbursable
Bill Number
SB92-87, HB93-1273, SB94-029, HB95-1155, SB96-153, HB97-008
Prepared By
Riverside Technology inc.
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These modifications were made according to the facsimile sent to Ross Bethel from Chuck <br />? <br />Brendecke on February 17, 1995 (Job number 226.002). <br />Discussion of the Calibration <br />Stream Gages <br />Both MODSIM and GUNMOD have a tendency to undersimulate the flow at the Gunnison River at <br />Gunnison. This may be a result of understating the required flow regime below Taylor Park <br />reservoir in comparison to historic releases. <br />Both models exhibit the poorest monthly calibrations in the Uncompahgre River. For the <br />Uncompahgre River at Colona, MODSIM oversimulates by 88 percent in October and GUNMOD <br />oversimulates by 165 percent in February. On average, the annual simulation for both models is <br />within 1 percent. The Uncompahgre River at Delta also exhibits large monthly swings; MODSIM <br />oversimulates by 60 percent in December, while GUNMOD oversimulates by 143 percent in <br />February. Annually, however, MODSIM undersimulates the Uncompahgre at Delta by 7 percent and <br />GUNMOD oversimulates by 10 percent. The differences exhibited by both models is a reflection of <br />the assumptions concerning consumptive use and efficiencies in the Uncompahgre Project. <br />Both models tend to oversimulate the flow of the Gunnison River below the Gunnison tunnel by <br />approximately 16 percent. This reflects the undersimulation of flow through the Gunnison Tunnel, <br />which is a direct function of the consumptive use and efficiencies used in the Uncompahgre Project. <br />MODSIM oversimulates the Gunnison River at Delta by approximately 3 percent, and GUNMOD <br />tends to oversimulate the Gunnison River at Delta by approximately 23 percent. <br />Both models tend to oversimulate the Gunnison River at Grand Junction by approximately 2 percent. <br />Key Diversions <br />Simulated MODSIM diversions through the Gunnison Tunnel are typically less than historic, possibly <br />because of understated demands at the Uncompahgr e project canals and/or less storage water being <br />imported through the tunnel because of releases from Ridgway Reservoir. There is also a general <br />tendency to understate diversions at structure headgates (Selig, Loutzenhizer, and North Delta) by <br />approximately 10 percent. This may relate directly to the fact that the model is driven by calculated <br />irrigation demands (acreage x C.U. ÷ efficiency) and does not reflect hist oric excess diversions. <br />The simulated GUNMOD diversion at Fire Mountain canal is consistently overestimated by <br />approximately 20 percent. The Uncompahgre canals are consistently undersimulated by <br />approximately 20 percent. This result is very similar to the MODSIM simulation and may be related <br />to the fact that the models are driven by calculated irrigation demands and do not reflect historic <br />excess diversions. <br />Reservoirs <br />The MODSIM simulation, on average, oversimula tes the Blue Mesa end-of-month storage by <br />approximately 40 percent, and the Taylor Pa rk end-of-month-storage is undersimulated by <br />11 <br />A275 02.23.94 1.15-27 Fosha, Ritsch <br />
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