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Last modified
9/26/2011 8:52:20 AM
Creation date
7/9/2008 2:18:41 PM
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Decision Support Systems
Title
SPDSS Task 5 - Key Structure, Julesburg Irrigation District
Description
The Julesburg Irrigation District has been identified as a key structure for the South Platte Decision Support System (SPDSS) consumptive use and surface water modeling efforts. The purpose of this Task 5 memorandum is to document physical, legal, and operational aspects of those key structures identified.
Decision Support - Doc Type
Task Memorandum
Date
3/9/2004
DSS Category
Surface Water
DSS
South Platte
Basin
South Platte
Contract/PO #
C153954
Grant Type
Non-Reimbursable
Bill Number
SB01-157, HB02-1152, SB03-110, HB04-1221, SB05-084, HB06-1313, SB07-122
Prepared By
Leonard Rice Engineering
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Table 1 <br />Julesburg Reservoir Elevation -Capacity <br />Gage Height <br />(ft) Cumulative Capacity <br />(acre-feet) <br />1.0 315 <br />5.0 2,163 <br />10.0 5,894 <br />15.0 10,905 <br />20.0 17,055 <br />24.0 22,666 <br />25.0 24,143 <br />27.0 28,178 <br />Notes: 1. The spillway is at gage height of 30.0. <br />Enlargement History: Julesburg Reservoir has never been enlarged. <br />Reservoir Seepage/Evaporation Information: No studies have been conducted to quantify <br />seepage losses from Julesburg Reservoir although large seepage losses are experienced. <br />A constant inflow of 30 cfs a day is required to offset these losses. Historically, return <br />flows collected by the Harmony No. 1 Ditch from irrigation in the North Sterling <br />Irrigation District provided enough flow to offset the losses. However, as sprinkler use <br />has increased in the North Sterling Irrigation District, return flows in Harmony No. 1 <br />Ditch decreased and seepage losses from the reservoir are not being offset. <br />Reservoir seepage generally accrues to the lands directly below the reservoir and to <br />Settlers Ditch. Any seepage water collected in the ditch is used on District lands served <br />by the ditch. <br />The "Julesburg Irrigation District Seepage Investigation" (M.S. Thesis, Colorado State <br />University), a seepage loss study, was performed by William F. Strand to better <br />understand the channel conveyance efficiency of the Highline Canal. <br />Reservoir Storage Measurement: Storage levels in Julesburg Reservoir are measured using a <br />tape-measuring device without a recorder. The Superintendent for the District is <br />responsible for collecting and reporting the end-of--month storage amount to the Water <br />Commissioner in Water District 64. <br />Irrigated Crops: There are a total of 19,134.27 bonded irrigated acres within the District. <br />Irrigation water is conveyed throughout the District via the Highline Canal, Settlers Ditch <br />and Petersen Ditch. All three of the District canals are approximately 21 miles in length. <br />The Petersen Ditch directly serves approximately 8,000 acres, with the remaining acreage <br />evenly served by the Highline Canal and Settlers Ditch. There are approximately 6 <br />shares (80 acres/share) that reside under the Petersen Ditch that are not bonded land <br />owners within the District. There are also numerous acres in Nebraska that receive direct <br />flow irrigation water from Petersen Ditch but are not included in the District. These two <br />Julesburg Irrigation District.doc Page 8 of 12 <br />
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