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Last modified
4/17/2013 9:40:02 AM
Creation date
5/27/2008 1:38:47 PM
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Decision Support Systems
Title
SPDSS Task 77 - Perform Analysis of Deficit Irrigation
Description
This memorandum presents the general approach for Task 77: Perform an analysis to determine whether estimating the use of supplemental supplies (i. e. ground water and reservoir releases) to meet full or partial potential use is appropriate for regions within the South Platte.
Decision Support - Doc Type
Task Memorandum
Date
6/13/2006
DSS Category
Consumptive Use
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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used to estimate pumping as an alternative to using a totalizing flowmeter (TFM) to directly <br />measure pumping. PCCs must be determined utilizing rating procedures approved by the State <br />Engineer and conducted under supervision of an individual/entity annually approved by the State <br />Engineer to conduct such tests. The PCC rating must be updated at least every four years. <br />Research conducted by the USGS (Troutmann, et al) on the Lower Arkansas River Basin showed <br />that PCCs developed in year one tend to overestimate pumping when applied to future years' <br />power consumption (as compared to pumping measured using totalizing flowmeters). The <br />USGS found a potential difference in pumping amounts calculated using the PCC approach and <br />those measured with a TFM to vary by 2.2 percent per year, without considering variability due <br />to pumping water level changes. An additional 1.6 percent per year difference was observed due <br />to the lag between the year the PCC measurement was made and the year pumping was <br />estimated. The USGS study estimated total network pumping for 1,000 wells using both <br />approaches and found the calculated PCC pumping to be 8.4 to 11.3 percent greater than the <br />measured TFM pumping for afour-year lag time and from 3.9 to 6.4 percent greater for atwo- <br />yearlag time. <br />The proposed Rules Governing the Measurement of Ground Water Diversions Located in Water <br />Division No. 3, The Rio Grande Basin are recommending more strict requirements with the PCC <br />approach than outline under the Arkansas Rules: 1) the PCC approach must produce results <br />within +/- 5 percent of the actual volume pumped over the calendar year, 2) PCC ratings must be <br />determined by at least two ratings during the course of a single irrigation season with a minimum <br />interval of 90 calendar days between each rating, and 3) PCCs must be updated at least every two <br />years. <br />Over the past twenty years, the State has found that the PCC approach does not have long-term <br />accuracy and additional conditions are needed to ensure pumping estimates made using the PCC <br />approach remain accurate. Given these findings and the scope of the SPDSS, it was determined <br />that power data would only be used to estimate pumping if PCCs associated with the specific <br />dataset are provided. <br />Power records available through the Colorado State University archives were considered. Based <br />on information provided by Bob Longenbaugh, two potential sources of information were <br />identified: <br />1. Annual power records from the 1930's through the mid- 1970's, as reported by individual <br />power companies. These records are not associated with individual wells but rather <br />provide the annual power records on a regional county basis. There is no simple way to <br />associate the regions with specific acreages and crop types. The records are reported in <br />kilowatt-hours and do not include PCCs. Further, the records are annual and do not <br />provide monthly distributions. <br />2. Monthly power records from around 1945 through 1965 for Morgan County associated <br />with unique identifiers that correspond to individual wells. The records are reported in <br />kilowatt-hours and do not include PCCs or associated acreages and crop types. <br />Task 77.doc 4 of 8 <br />
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