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PROJ00533
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:59:56 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153367
Contractor Name
International Engineering Company
Water District
0
County
Rio Blanco
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />I 11 <br />I <br />I <br />I <br />!I <br />II <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />CHAPTER V - OPERATION STUDIES <br /> <br />Basic Approach <br /> <br />In previous chapters, the project demands were determined, the hydrologic <br />characteristics of the basin were defined, and three alternative plans were <br />selected for final evaluation. The first activity in this final evaluation <br />is the simulated operation of the diversion, storage, and distribution <br />facilities for each alternative. This analysis is needed to properly size <br />and locate these facilities in order to meet project demands. <br /> <br />Simulation Program <br />Operation studies basically consist of a water accounting system that <br />simulates the manner in which the project can be operated within the limits <br />of water rights, water supply, and water demands. There are a number of <br />comprehensive river basin models available. However, due to the relatively <br />small size of the Upper White River Basin, the limited data base available, <br />and the appraisal level of the study, it was determined that a site-specific <br />program would be most appropriate. A computerized program was prepared to <br />simulate the Upper White River Basin and to evaluate the alternative <br />projects. <br /> <br />Basic Methodology <br />There are two primary factors which influence the operation of the system. <br />These are: 1) the streamflow characteristics at key locations and 2) the <br />priority and location of the YJWCD water rights in relation to senior rights <br />on the river. <br /> <br />The three alternative plans consist of diversion and storage facilities in <br />locations other than those listed in the original YJWCD water right decree. <br />This will require a change in the point of diversion for these rights, and <br />under Colorado water law, this change in right must be adjudicated. The <br />operation of a water right from an alternate point of diversion must be such <br />that it will leave other rights in the same status as they would have been <br />had the original diversion point been used. For this reason, the allowable <br /> <br />Vol <br />
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