Laserfiche WebLink
<br />~ <br />..";\1 <br />C) <br />,\I <br /> <br />Diversion/Pump Capacity <br /> <br />(ds) <br /> <br />Buzzard Reservoir <br />Capact ty <br />(ac-ft ) <br /> <br />Ave rage An nua 1 <br />Quantity Delivered: <br />(ac-ft ) <br /> <br />---------------------------------------~---------------------------- <br /> <br /> 100 cfs can1l1 100* 4,745 <br /> 100 c,fs canal 7,,000 7,703 (similar <br /> to scenario D-I) <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 />The water which could be delivered to the West Divide, basin <br />from the Buzzard Creek basin does not increas", 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sometimes used in place of water whIch might o:therwise be' withdrawn 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 />10. The Upper and Lower Mamm Creek Reservoirs provide' storage. <br />which is useful in meeting the demands for water on Hunte r 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 'vo.J,ume, <br />basis) than' storage in Mamm Creek. <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: I) small futur.e 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 develop,ment; and, 3) a <br />fully developed future scenario which includes extensive development <br />including oil shale plants; additional irrigation demand and Denver's <br /> <br />! <br /> <br />1-12 <br /> <br />I <br />I <br />