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WSPC03372
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Last modified
1/26/2010 11:34:50 AM
Creation date
10/9/2006 3:53:40 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.766
Description
Colorado River-Colorado River Basin-Gunnison River General Publications-Corresp-Reports
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
10/22/1945
Title
Grand Valley-USBR Rehabilitation Program-Oct 1945-Preliminary Inventory
Water Supply Pro - Doc Type
Report/Study
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<br />. 001865 <br />" '3 <br /> <br />Bureau of Reclamation - Rehabili~ation Program <br />Operating Irrigation Projects - Orchard Mesa Division <br />Grand Valley Project - Colorado <br /> <br />Preliminary Inventory <br /> <br />General Dsecription <br /> <br />The Orchard Mesa Division, Grand Valley Project, Colorado, located south of <br />Colorado river, extends from the town of Palisade along a narrow mesa to a point <br />south of Grand Junction. The gross project area, about 10,000 acres, includes <br />456 acres, originally the East Palisade Irrigation District, now included with <br />and supplied by the Orchard Mesa Irrigation District, organized under Colorado law. <br /> <br />Most of the former East Palisade lands are supplied by gravity from the main <br />power canal of the Orchard fuesa District, although small pumping plants supply some <br />tracts above that canal. Orchard Mesa proper is supplied by two canals, with the <br />following acproximate specifications: No.1, Nominal capacity, 80 second-feet; Lift, <br />44 feet; Length, 14.9 miles; No.2, Nominal capacity, 60 second-feet; Lift, 130 feet; <br />Length, 20.8 miles. These canals eever respecitvely, 6,300 and 3,200 acres. actual <br />irrigated area at present about 8,500 acres. <br /> <br />Irrigation water is pumped by four direct connected reaction turbine -- cen- <br />trifugal pump units, two for each lift, operating under a gross power head of 78 <br />feet. Each turbine and pump are fed from the same pensoock, so that the lifts as <br />shown are only the pumpi~lift from the water level of the main canal to that of <br />the distribution canals. The main power canal is supplied by the main canal of the <br />Grand Valley Project, near the upper end of tunnel No.3, 4.60 miles below the <br />Grand River Diversion dam of that project. Here the water of Orchard Mesa crosses <br />under Colorado river in a 9 foot circular concrete siphon and is carried for 3.50 <br />mimes, half in bench or box flwne and half in the old canal alignment to the pump- <br />ing plant on the left bank 6jj Colorado river, one mile south of Palisade. <br /> <br />Alongside the Orchard Mesa pumping plant, the power plant of the Grand Valley <br />Project contains two 1,500 kilowatt generators driven by reaction turbines with <br />individual pensollcks. The turbines discharge into a tailrace used by both plants, <br />which in some 500 feet empties into Color2do river. The power plant has the use of <br />400 second-feet during the irrigation season and for the rest of the year the whole <br />capacity of the power canal, nominally 800 second-feet. <br /> <br />when flow of Colorado river falls below about 2,000 second-feet the combined <br />demand of all Grand Valley irrigation systems exceeds available water. Under this <br />condition tail aster from these plants is checked up where the tailrace falls into <br />the river and diverted about one-fourth mile upstream and returned to the river <br />where it can be rediverted by the Grand Valley Irrigation Company. The Company, <br />owner of an original decree for 520.81 second-feet is the senior of all appropri- <br />ators fram Colorado river in Colorado and must be supplied, but Oy-passing this <br />water permits of a double use. The usual pvwer release being on the order of 725 <br />second-feet, not only the original decree of the Grand Valley Company, ,but its <br />junior supplemental decree lIhich brings its total to 640.49 second-feet are thus <br />adequately supplied. Operation of this by-pass, which has become more frequent in <br />recent years gas disclosed some of its shortcomings as treated later herein. <br /> <br />===- <br />
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