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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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Last modified
7/16/2012 10:41:20 AM
Creation date
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
State
CO
Title
Town of Carbondale Gateway Boating Park Hydrology Study June 2006
Water Supply Pro - Doc Type
Report/Study
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Table 1 <br />Town of Carbondale Gateway Boating Park Claims <br />fall vnh iac in cfcl <br />Jan. 1 through Mar. 31 <br />230 <br />Apr. 1 through Apr. 14 <br />275 <br />Apr. 15 through Apr. 30 <br />390 <br />May 1 through May 14 <br />630 <br />May 15 through May 31 <br />1160 <br />June 1 through June 14 <br />1600 <br />June 15 through June 30 <br />1600 <br />July 1 through July 14 <br />970 <br />July 15 through July 31 <br />575 <br />Aug. 1 through Aug. 14 <br />415 <br />Aug. 15 through Aug. 31 <br />340 <br />Sept. 1 through Oct. 30 <br />310 <br />Nov. 1 through Dec. 31 <br />250 <br />The claimed amounts are identical for all six structures. Water availability has been based on the flow in <br />the Roaring Fork River above the confluence with the Crystal. Even though structure No. 6 is located <br />below the confluence where there is greater water availability, no additional water has been claimed for it. <br />The claims are limited to a period of 8:00 AM to 8:00 PM each day except during competitive events <br />when the claim can be extended to between 6:00 AM and 12:00 midnight each day as needed to <br />accommodate the event. <br />3.0 WATER AVAILABILITY <br />3.1 Methodology <br />Water availability in the RICD reach is equal to flow at the Emma gage adjusted for irrigation depletions <br />and accretions between the gage and the RICD reach. The short term record for the Emma gage (1998 — <br />2005) was extended by correlation with the long term Glenwood gage (1907 — 2005) to develop a long <br />term record. The long term synthetic Emma gage record was then adjusted by average depletions <br />associated with three major ditches diverting below the gage and accretions from two major ditches that <br />divert above the gage but irrigate lands located below the gage. <br />An alternative methodology was rejected whereby flow in the RICD would be determined by subtracting <br />the flow at the Crystal River at Carbondale gage from the flow at the Glenwood gage. The gage record <br />for the Crystal River at Carbondale is short (2000 — 2005) and the correlation with the Glenwood gage is <br />poor. The poor correlation is due to extreme flow fluctuation in the Crystal at the gage location resulting <br />from irrigation diversions above the gage. Because of the poor correlation the Emma gage correlation <br />was deemed to be the better alternative. <br />rR <br />
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