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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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7/13/2012 2:07:08 PM
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Water Supply Protection
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Town of Carbondale Gateway Boating Park Hydrology Study June 2006 Recreational In-Channel Diversion
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CO
Title
Town of Carbondale Gateway Boating Park Hydrology Study June 2006
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Report/Study
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replacement water for out -of- priority depletions to the Colorado River by the Frying Pan — Arkansas <br />Project as well as water for West Slope irrigation, municipal, and industrial uses on a contractual basis. <br />The reservoir is also operated to provide for recreation, wildlife habitat, and flood control'. <br />Since the early 1970's streamflow in the RICD reach has be re- regulated by the winter release / spring <br />storage pattern of Ruedi Reservoir operations. To determine the impact on RICD reach flows, two <br />separate analyses were conducted. First, flow - exceedence curves for RICD reach were developed for a <br />time period that predates Ruedi operations (1907 — 1966) and compared to the flow - exceedence curves <br />that were used to determine the RICD claim. The latter include Ruedi operations (1907 — 2004). Second, <br />Ruedi Reservoir storage content records were obtained from the U.S. Bureau of Reclamation (BOR) and <br />analyzed. <br />Table 6 summarizes the flow — exceedence analysis on a bi- monthly time step for the pre -Ruedi era <br />(1907 — 1966). This table is identical to Table 3 except Table 3 covers the entire study period of 1907 — <br />2004, a period which incorporates Ruedi operations. To provide a better comparison between the two, <br />Table 7 was prepared. The Table 7 values are the result of subtracting the Table 6 values from the Table <br />3 values. A positive value indicates that the flow in the RICD reach has increased with Ruedi operations. <br />A negative value indicates that the flow has decreased with Ruedi operations. The table depicts a <br />pattern of storage from approximately mid -April through mid- August and storage releases from <br />approximately mid - August through April 15. It should be noted that values in Table 7 do not equate to the <br />exact amounts that the flow in the RICD reach has changed due to Ruedi operations. This is because the <br />1907 — 2004 study period incorporates both pre -Ruedi and Ruedi operations. To gain a better <br />understanding of the specific flow impact of Ruedi operations a review of daily reservoir operations was <br />conducted. <br />Daily reservoir operating data from January 1, 1974 — May 31, 2006 was obtained from the BOR. Graphs <br />of storage and releases from storage are included in Appendix E. A pattern of fall and winter releases <br />ranging from 50 — 200 cfs, and occasionally more, is shown. During runoff the space that was vacated in <br />the previous fall and winter is filled, attenuating downstream flow. Fill rates are variable depending on <br />hydrology and have exceeded 1,000 cfs in years like 1984 when peak flows were extremely high to less <br />than 200 cfs in 2002 when it was critically dry. <br />The flow regime of the Roaring Fork River will continue to be regulated by Ruedi Reservoir. The net <br />effect to the RICD reach is that re- regulation increases fall, winter and spring flows while decreasing <br />runoff period flows. The precise release and storage pattern will depend on hydrology and reservoir <br />U.S. Bureau of Reclamation Annual Operating Plan Fryingpan- Arkansas Project Water Year 2004 Operations <br />16 <br />
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