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Town of Carbondale Gateway Boating Park Hydrology Study June 2006
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Town of Carbondale Gateway Boating Park Hydrology Study June 2006
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7/16/2012 10:41:20 AM
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Town of Carbondale Gateway Boating Park Hydrology Study June 2006 Recreational In-Channel Diversion
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CO
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Town of Carbondale Gateway Boating Park Hydrology Study June 2006
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Table 9 <br />Comparison of Estimated and Projected Depletions under Colorado's Share of Colorado River Compact <br />7-4 Comparison of Estimated and Projected Depletions under Colorado's Share of <br />�.. B <br />, <br />« <br />Current Depletions <br />A ricultural - Irrigation and Stock 1544 1540 5t30 1430 1345 ' 1259 1259 1259 1259 <br />Niunici aitl0omestic 19 1'9 19 35 97 42 42 42 2 <br />22 <br />Power /industrial 35 35 35 19 18 22 22 22 2 <br />Minerals 21 21 21 4 4 0 0 0 0 <br />606 606 606 480 476 520 520 52€3 524 <br />Exports <br />Reservoir Evaporation 84 84 84 82 117 117 117 117 117 <br />TOTAL 2285 22fi5 2255 2048 1987 1960 1960 1960 1960 <br />Anticipated Depletions <br />0 <br />4 <br />32 <br />46 <br />Agricultural - Imaation and Stock <br />0 <br />20 <br />52 <br />4 <br />0 <br />24 <br />Munici ah'''Domesfic <br />4 <br />t8 <br />82 <br />0 <br />0 <br />0 <br />33 <br />38 <br />20 <br />Powerltndustmi <br />0 <br />40 <br />73 <br />0 <br />0 <br />0 <br />20 <br />20 <br />Minerals <br />0 <br />0 <br />32 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Exports. <br />0 <br />45 <br />162 <br />0 <br />0 <br />0 <br />115 <br />i15 <br />115 <br />Reservoir Evaporation <br />0 <br />2 <br />2 <br />0 <br />0 <br />5 <br />20 1 <br />30 <br />L 10 <br />TOTAL <br />0 <br />125 <br />403 <br /># <br /># <br />5 <br />188 <br />235 <br />124 <br />Potential Depletions <br />0 <br />0 <br />25 <br />0 <br />Agricultural - Irrigation and Stock <br />0 <br />1 <br />5 <br />0 <br />0 <br />Munici a0omestic <br />0 <br />1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Powerlindustr al <br />0 <br />0 <br />0 <br />0 <br />0 <br />Minerals <br />0 <br />1 <br />4 <br />0 <br />0 <br />0 <br />50 <br />0 <br />Multi-basin Project <br />0 <br />0 <br />0 <br />4 <br />150 <br />0 <br />Reservoir Evaporation <br />l2265 <br />0 <br />4 <br />4 <br />0 <br />15 <br />0 <br />TOTAL <br />1 <br />7 <br />0 <br /># <br />0 <br />0 <br />240 <br />0 <br />Summary of Depletions <br />2391 <br />2675 <br />2048 <br />1987 <br />1965 <br />2148 <br />2436 <br />2084 <br />Eva -Stora e Units <br />295 <br />295 <br />354 <br />354 <br />348 <br />341 <br />341 <br />341 <br />TOTAL DEPLETIONS <br />2560 <br />1 2686 <br />2970 <br />2402 <br />2341 <br />2313 <br />2489 <br />2777 <br />2425 <br />Colorado allocation <br />3079 <br />3079 <br />3079 <br />3079 <br />3079 <br />3079 <br />3479 <br />3479 <br />3079 <br />Remaining Available <br />519 <br />393 <br />109 <br />677 <br />738 <br />766 <br />590 <br />1 <br />Percent of State Share Unused <br />179x° <br />13 °l0 <br />4% <br />22� <br />249& <br />25 °r° <br />19 °1° <br />102 <br />10 °,a <br />21 °i° <br />The vast majority of the projected additional depletion, 115,000 AF, is transbasin diversion. The estimate <br />of anticipated exports is based on an assumption that existing transbasin diversion facilities have the <br />capacity to divert an additional 115,000 AF per year and that firming projects and increased demands can <br />potentially increase demands by this amount3. While additional Compact development beyond 2030 may <br />occur, a key conclusion of SWSI is that the majority of additional Compact development in the <br />foreseeable future will occur via existing transbasin diversion facilities. New West Slope depletion <br />projections range from 9,000 AF per year to 120,000 AF per year of which new reservoir evaporation <br />accounts for 10,000 to 30,000 AF per year. In fact, after factoring out new reservoir evaporation <br />22 <br />
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