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<br />I <br /> <br />I <br /> <br />(cfs) <br /> <br />Buzzard Reservoir <br />Capacity <br />(ac-ft) <br /> <br />Average Annual <br />Quantity Delivered <br />(ac-ft ) <br /> <br />I <br /> <br />Diversion/Pump Capacity <br /> <br />-------------------.------------------------------------------------ <br /> <br />I <br /> <br /> 100 cfs canal 100* 4,745 <br /> 100 cfs canal 7,000 7,703 (similar <br /> to scenario D-1) <br /> 100 cfs canal 15,000 9,260 (similar <br /> to scenario D-2) <br /> 25 cfs pump 1,500 3,911 <br /> 25 cfs pump 7,000 6,859 <br />* Diversion dam only <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The water which could be delivered to the West Divide basin <br />from the Buzzard Creek basin does not increase the project yield by <br />the amount delivered, especially when a Lower Kendig reservoir is used <br />in conjunction with a Buzzard Creek reservoir. The imported water is <br />sometimes used in place of water which might otherwise be withdrawn <br />from Lower Kendig Reservoir. This has the effect of retaining water <br />in Lower Kendig Reservoir as carryover storage which is used less <br />frequently, to alleviate shortages. The importing of water does <br />increase the yield of the system, usually by two thirds to one half of <br />the amount of water imported. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />10. The Upper and Lower Mamm Creek Reservoirs provide storage <br />which is useful in meeting the demands for water on Hunter Mesa; <br />however, the amount of Mamm Creek water available for storage is small <br />compared to the demand. Most of the irrigation water for Hunter Mesa <br />must come from other basins such as West Divide Creek and Buzzard <br />Creek. With the proposed canal network, storage in either Buzzard <br />Creek or West Divide Creek is slightly more efficient (on a volume <br />basis) than storage in Mamm Creek. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Operation studies of the Colorado River basin were performed in <br />order to evaluate the potential for a senior water rights call on <br />planned project reservoirs. The operation studies assumed three dif- <br />ferent future scenarios for water resources development in the <br />Colorado River basin: 1) small future development which includes <br />existing conditions plus those West Slope projects which are virtually <br />assured of being constructed in the next few years, such as Rock Creek <br />Dam; 2) a moderate or intermediate future development; and, 3) a <br />fully developed future scenario which includes extensive development <br />including oil shale plants, additional irrigation demand and Denver's <br />Eagle-Piney Project among others. <br /> <br />I <br />II <br /> <br />I <br /> <br />1-12 <br /> <br />I <br />I <br />I <br />