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CRDSS_Task1_15-19_BostwickParkProject_CimarronRiverWaterRights
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Last modified
9/26/2011 8:32:33 AM
Creation date
7/11/2008 11:55:02 AM
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Decision Support Systems
Title
CRDSS Task 1.15-19 - Water Rights Planning Model - Bostwick Park Project - Cimarron River Water Rights
Description
This memorandum describes the operation of the Bostwick Park Project and the major water rights that divert water from the Cimarron River and the Little Cimarron River, tributaries of the Gunnison River at Morrow Point Dam.
Decision Support - Doc Type
Task Memorandum
Date
1/9/1995
DSS Category
Surface Water
DSS
Colorado River
Basin
Colorado Mainstem
Contract/PO #
C153658, C153727, C153752
Grant Type
Non-Reimbursable
Bill Number
SB92-87, HB93-1273, SB94-029, HB95-1155, SB96-153, HB97-008
Prepared By
Riverside Technology inc.
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The reservoir outlet works to Cimarron River has a capacity ranging from 160 to 280 cfs, depending on <br />the reservoir elevation. The surface area at the normal maximum water level is 293 acres. The reservoir <br />holds an absolute storage right for 14,000 acre-feet and a conditional right for an additional 30,600 acre- <br />feet (see Table 1). Other project features include the 3.6-mile Bostwick Lateral and several miles of <br />drains. <br />The Cimarron Canal is used to deliver supplemental irrigation water from Silver Jack Reservoir to <br />project lands situated under the canal, the Bostwick Park area, and the Cedar Creek area under the <br />Hairpin Lateral. Most of the shareholders in the Cimarron Canal Company own contract rights to project <br />water from Silver Jack Reservoir. One exception is the City of Montrose, which does not receive <br />reservoir storage water because municipal use is not authorized for the project. <br />Because of its high elevation, Silver Jack Reservoir is inaccessible during the winter months. During <br />these months, the outlet valve is set to release at a rate of 17 cfs, which is the approximate rate of inflow <br />during the mid-winter months. This continuous release maintains a minimum streamflow on the <br />Cimarron and limits the accumulation of storage during the winter. By late spring, the inflows increase <br />and the reservoir is usually filled by mid May. In late July, when the natural flow of Cimarron Creek <br />begins to drop off such that the Cimarron Canal cannot satisfy the irrigation demands using its direct <br />flow water rights, storage water is released from Silver Jack to supplement the direct flow diversions. <br />During the summer months, Silver Jack is operated such that a minimum streamflow of 25 cfs below the <br />head gate of the Cimarron Canal is maintained, if possible. There is also a general understanding that <br />1,500 acre-feet of the active storage capacity has been reserved by the USBR to assist in meeting this <br />instream flow objective. The right to this storage may have been conveyed to the Colorado Division of <br />Wildlife. It is also uncertain whether the project participants can encroach upon this 1,500 acre-feet for <br />supplemental irrigation water, if needed. Documentation supporting this storage allocation or its use was <br />unavailable. <br />Operation of Cimarron Water Rights in the CRDSS Program MODSIM <br />The following discussion describes the key assumptions used in the CRDSS wate r rights planning model <br />(MODSIM) to simulate the operations of the Cimarron Canal and the Bostwick Park Project (Silver Jack <br />Reservoir). <br />The irrigation demand under the Cimarron Canal, Bostwick Park, and Hairpin Lateral is based <br />? <br />on a total irrigated acreage of 7,390 acres, as determined by the USBR/DWR. Of this amount, <br />24 percent of the land is in the Cimarron River drainage, and irrigation return flows are <br />assumed to return to the Cimarron River/Gunnison River. The remaining 76 percent (Bostwick <br />Park and Hairpin Lateral) are in the Uncompahgre River drainage. <br /> <br />Based on conversations with the BWCD, the Cimarron Canal is assumed to operate at its full <br />? <br />physical capacity from May through September. Diversions are made using the direct flow <br />water right priorities shown in Table 1. If the direct flow yield is less than the 145 cfs capacity, <br />storage releases from Silver Jack Reservoir occur. <br /> <br />Of the water that is diverted by the Canal, 13 percent is delivered to the City of Montrose at <br />? <br />Cerro Reservoir and is subsequently available to meet Project 7 domestic water demands. The <br />remaining 87 percent is used to meet the irrigation demand in the system based on the 7,390 <br />acres. Irrigation return flows are assumed to occur with 76 percent to the Uncompahgre River <br />and 24 percent to the Gunnison River. <br />3 <br />A275 01.09.95 1.15-19 Fosha, Hyre <br />
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