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because the well owner had reconfigured the discharge <br />distribution system and combined the plumbing of two <br />wells together. This activity created a complex well <br />that was not suitable under the amended rules for <br />Rule 3.6 analyses (Office of the State Engineer, 1996), <br />making the well unacceptable for the continued appli- <br />cation of a PCC to determine ground -water pumpage. <br />During the study, PCC's were calculated each <br />time a portable flowmeter measurement of the instan- <br />taneous discharge and power demand were made at a <br />well. At 104 of the wells, PCC's determined during the <br />1998 irrigation season were applied to the total elec- <br />trical power consumption recorded between the initial <br />and final readings at the site in 1998 to estimate total <br />ground -water pumpage for the period. The total <br />pumpage estimate derived using the PCC calculation <br />then was compared to the total pumpage measured <br />using the TFM at 104 wells. However, pumpage data <br />from one well were omitted because it was determined <br />that the existing TFM (make R) was not working prop- <br />erly, which resulted in 103 wells that were used for <br />comparison of ground -water pumpage. <br />Acknowledgments <br />The authors wish to thank the CDWR personnel, <br />specifically, Keith Kepler P.E., G.R. Barta P.E., D.G. <br />(Dan) DiRezza, W.A. (Bill) Richie, W.W. (Bill) Tyner, <br />and R.L. (Bob) Plese, Jr., who obtained well -owner <br />permissions, arranged the purchase and installation of <br />TFM's, measured instantaneous discharges, provided <br />electrical power consumption records, recorded field <br />measurements, and provided the USGS with electronic <br />data that were used for this study. Without their dedi- <br />cated work, the study could not have been completed. <br />The authors acknowledge the support of the Colorado <br />Water Conservation Board, and in particular Steve <br />Miller. The authors also appreciate the cooperation <br />of many private landowners in the basin who allowed <br />their irrigation wells to be used in this study. <br />METHODS OF INVESTIGATION <br />Data collection and analysis consisted of several <br />phases: (1) Identification of potential sites; (2) selec- <br />tion of sites for TFM/PCC comparisons; (3) installa- <br />tion of the TFM's; (4) measurement of instantaneous <br />discharges; (5) determination of PCC's; (6) computa- <br />tion of ground -water pumpage using TFM and PCC <br />approaches; and (7) analysis of data. <br />Initially, the CDWR identified more than <br />1,300 large- capacity irrigation wells (wells that <br />discharge more than 50 gal/min) in the Arkansas <br />River Valley between Pueblo, Colorado, and the <br />Colorado - Kansas State line for which the PCC <br />approach might be used to determine ground -water <br />pumpage under the amended rules established by the <br />Office of the State Engineer (1996). This initial list of <br />wells was decreased to about 800 potential sites for <br />TFM/PCC consideration based on the following <br />criteria: <br />1. The well was reported as active and was connected <br />to a power source. <br />2. The well used an electric motor, as opposed to an <br />internal combustion engine. <br />3. The well had at least 10 acre -ft of reported annual <br />pumpage at least once since 1994. <br />A computer program (Scott, 1990) was used to <br />randomly select one primary and four alternative sites <br />for each potential well in the TFM/PCC network. Each <br />primary site was, evaluated by CDWR and inventoried <br />to determine its suitability for inclusion in the <br />TFM/PCC study. If a primary site was rejected, a <br />randomly selected alternative site was evaluated and <br />so on down the list of alternatives until a suitable site <br />was found. During 1997, CDWR evaluated 107 wells <br />for potential TFM installation; in 1998, CDWR evalu- <br />ated 122 wells for additional TFM installations. The <br />most common reasons for rejection and the total <br />number of well sites rejected during 1997 -98 were <br />as follows: <br />The site was determined to be a complex system <br />and was found unsuitable for Rule 3.6 analyses, <br />or the site was determined to be a compound <br />system, or the owner indicated future modifica- <br />tions were planned that would make the site <br />unsuitable for continued application of the PCC <br />approach. Compound system means that more <br />than one electrical device is being operated from <br />the same electrical power meter. (38 wells <br />rejected) <br />2. The discharge pipe was in poor physical condition, <br />the pump surged or was unable to maintain a full <br />pipeline of flow at a measurement section, or <br />Comparison of Two Approaches for Determining Ground -Water Discharge and Pumpage in the <br />Lower Arkansas River Basin, Colorado, 1997 -98 <br />