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Last modified
1/25/2010 6:24:30 PM
Creation date
10/4/2006 10:54:14 PM
Metadata
Fields
Template:
Floodplain Documents
County
Gunnison
Community
Uncompahgre Valley
Basin
Gunnison
Title
Uncompahgre Valley Reclamation Project - Hydropower - Part 2 - AB Lateral Unit Water Supply Study
Date
12/1/1988
Prepared For
Montrose Partners and Ucompahgre Valley Water Users Association
Floodplain - Doc Type
Project
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />!I <br />I- <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The essential changes to the UVRP resulting from development would be <br />represented in the form of increased diversions through the Tunnel and <br />slight changes in the source of supply for two of the irrigation demands, <br />the M&D and the Loutzenhizer Canals (see Section 3.3.3). The diversion <br />headgates of the Ironstone, East and Garnet systems are located downstream <br />of the proposed facility. Thus, upstream changes would not impact on their <br />operations so long as water is delivered to the headgates. Therefore, the <br />day-to-day operation of these systems is not included in the modeling effort <br />which is described in later sections of this report. <br /> <br />Historically, the average annual demands (see Table 2.1) have been met <br />through a combination of sources which include Gunnison River diversions, <br />natural flows of the Uncompahgre River, and return flows from upstream <br />irrigation systems. Because of capacity restrictions in the South Canal, <br />these demands have not always been fulfilled. The Cedar Creek diversion was <br />instigated to provide capacity for additional flows, but has not always been <br />able to provide enough water, even when combined with flows in the South <br />Canal. When this has occurred, diversions into the M&D, Loutzenhizer, and <br />Selig Canals have been proportionately reduced in order to deliver flows to <br />the Ironstone, East and Garnet systems. <br /> <br />2.2 Svstem inflows <br /> <br />Water to meet irrigation demands is provided by two sources, including <br />the Gunnison River, which flanks the east side of the UVRP, and the <br />Uncompahgre River, which flows through UVRP lands from south to north and <br />joins the Gunnison near Delta. Water from these rivers, together from <br />return flows from irrigated croplands and local runoff, form the principal <br />water supplies for the UVRP. Groundwater sources are not used to meet <br />irrigation or municipal needs, although small wells do serve a number of <br />small farmsteads. <br /> <br />2.2.1 <br /> <br />Gunnison River <br /> <br />The Gunnison River provides over two-thirds of the water used for <br />irrigation in the UVRP. It originates in the Rocky Mountains to the east of <br />the project area and flows generally west, where it joins the Colorado River <br />near Grand Junction. The drainage area at the Gunnison Tunnel, where flows <br />are diverted into the study area, is approximately 3,965 square miles. <br /> <br />Runoff in the Gunnison Basin is seasonal, with high flows occurring <br />during the late spring and early summer as a result of snowmelt. However, <br />flows in the Gunnison River are regulated by Reclamation's Aspinall Unit, a <br />project consisting of three large dams upstream of the Tunnel. These dams, <br />in order moving upstream, include Crystal, Morrow Point and Blue Mesa. <br />Construction of these facilities was completed in 1976, 1970 and 1966, <br />respectively. <br /> <br />Flows in the river are monitored by the U.S. Geological Survey (USGS) <br />at several locations within the Gunnison Basin. For this study, the <br />pertinent gauge is located at the Gunnison Diversion Dam immediately <br />downstream from the East.Portal of the Gunnison Tunnel. HiSloric flo~ <br /> <br />- 2.8 - <br /> <br />. <br /> <br />. <br /> <br />. <br />
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