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WSP09785
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Last modified
1/26/2010 2:55:49 PM
Creation date
10/12/2006 3:55:31 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8142.600.30.A
Description
Trinidad Project - Studies - Other Studies - Purgatoire river transit loss study
State
CO
Basin
Arkansas
Water Division
2
Date
1/1/1993
Author
USGS
Title
Evaluation of Streamflow Traveltime and Streamflow Gains and Losses Along the Lower Purgatoire River Southeastern Colorado 1984-1992
Water Supply Pro - Doc Type
Report/Study
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<br />0808 <br /> <br />INTRODUCTION <br /> <br />The lower Purgatoire River flows more than <br />160 mi from Trinidad Dam and Reservoir (Bureau <br />of Reclamation, 1964a), hereafter referred to as <br />Trinidad Dam, to its confluence with the Arkansas <br />River near Las Animas, Colorado (fig. 1). Since <br />completion of the dam during the late 1970's, <br />regulation of streamflow has affected the quantity <br />and timing of water available to downstream <br />water users. Water supplies in the valley are <br />overappropriated (Colorado Department of Natural <br />Resources, 1975) and, at times, shortages of irrigation <br />water occur when the demand by canal systems <br />exceeds available streamflow. During water <br />shortages, irrigation canals near the Trinidad area, <br />which have junior water rights, sometimes cannot <br />divert river water because the irrigation canals farther <br />downstream near the Las Animas area, which have <br />senior water rights, have a priority for available <br />streamflow. <br />Traveltime and gains and losses within a <br />stream are important basic characteristics of stream- <br />flow. A better knowledge of streamflow traveltime <br />and streamflow gains and losses along the lower <br />Purgatoire River would enable more informed <br />management decisions about the availability of <br />water supplies for irrigation use in southeastern <br />Colorado. In 1994-95, the U.S. Geological Survey <br />(USGS), in cooperation with the Purgatoire River <br />Water Conservancy District (PRWCD) and the <br />Arkansas River Compact Administration (ARCA), <br />studied these characteristics of streamflow along <br />the lower Purgatoire River. <br /> <br />Purpose and Scope <br /> <br />This report presents the results of a study <br />that used historical surface-water records to evaluate <br />the characteristics of streamflow traveltime and to <br />estimate streamflow gains and losses along the <br />Purgatoire River downstream from Trinidad Dam, <br />hereafter referred to as the lower Purgatoire River. <br />Streamflow data for 15 surface-water sites and daily <br />streamflow diversion data for 13 irrigation canals were <br />analyzed between sites Ql and Q4 (fig. I). Based on <br />available streamflow data collected from January 1984 <br />through December 1992, three river reaches were <br />identified inthe lower Purgatoire River for reporting <br /> <br />,the study analyses. Reach 1 began immediately <br />,(0.1 mi) downstream from Trinidad Dam (site Ql) <br />iand extended 60.6 mi to Purgatoire River near <br />'Thatcher (site Q2). Reach 2 extended 40.1 mi from <br />,site Q2 to Purgatoire River at Rock Crossing near <br />Timpas (site Q3). Reach 3 extended 58.5 mi from <br />site Q3 to Purgatoire Rivernear Las Animas (site Q4). <br />In addition, daily mean streamflow and daily stream- <br />flow diversion data from January 1957 through <br />! December 1967 were used for selected streamflow <br />,analyses between sites QIA and QIC (fig. 1), and <br />i hourly streamflow data from January 1990 through <br />December 1994 were used to estimate the traveltime <br />'of selected streamflow peaks between sites Ql and <br />Q4. For this study, streamflow analyses generally <br />were reported for four seasons. Winter was defined <br />as December through February, spring was March <br />through May, summer was June through August, <br />, and fall was September through November. <br /> <br />, Acknowledgments <br /> <br />Personnel from the Colorado Department of <br />Natural Resources, Division of Water Resources, <br />Office of the State Engineer, provided access to <br />, written diversion records and electronic data bases. <br />Assistance by R. Dennis Petersen and Steven Kastner <br />, in obtaining diversion information for Purgatoire <br />River surface-water sites is gratefully acknowledged. <br />Field tours of irrigated parts of the study area <br />and many helpful discussions were held with <br />personnel from the Office of the State Engineer, <br />Water Division No.2. Water Commissioner <br />Henry (Danny) Marques, representing Water <br />District 19, and Water Commissioner <br />Donald L. Taylor, and Engineering Technician <br />William (Bill) Howland, representing Water <br />District 17, provided invaluable knowledge of <br />past and present (1995) water operations along <br />, the lower Purgatoire River. <br /> <br />Description of the Study Area <br /> <br />The Purgatoire River originates in the eastern <br />slopes of the Sangre de Cristo Mountains (outside <br />the study area) in south-central Colorado and <br />generally flows northeasterly through parts of <br />three counties [Las Animas, Otero, and Bent (fig. 1)]. <br /> <br />! <br />. I <br />2 Evaluation of Streamflow Traveltime and Streamtlow Gains an1 Losses along the Lower Purgatoire River, <br />Southeastern Colorado, 1984-92 i . <br />
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