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Relations of Main-Stem Reservoir Operations and Specific Conductance in the Lower Arkansas River
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Relations of Main-Stem Reservoir Operations and Specific Conductance in the Lower Arkansas River
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9/21/2012 11:54:41 AM
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9/21/2012 11:35:54 AM
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Water Supply Protection
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Relations of Main-Stem Reservoir Operations and Specific Conductance in the Lower Arkansas River
State
CO
Author
Lewis, Michael; Brendle, Daniel
Title
Relations of Main-Stem Reservoir Operations and Specific Conductance in the Lower Arkansas River
Water Supply Pro - Doc Type
Report/Study
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Statistical analyses were made of daily mean <br />streamflow values. The daily mean streamflow is the <br />mean streamflow for a given date and site. The median <br />daily mean streamflow for a given month is the <br />median value of all daily mean streamflows for that <br />month during a specified period of time. <br />WATER ADMINISTRATION <br />AND RESERVOIR OPERATIONS <br />In Colorado, water law is based on the <br />doctrine of prior appropriation. The prior appropria- <br />tion doctrine holds that the water in a State is the prop- <br />erty of the public, which has a vested right to the use <br />of this water. Specifically, the doctrine states that the <br />first in time to use the water is first in right to receive <br />that water in subsequent years. Prioritized direct -flow <br />water rights for the Arkansas River were established <br />as long ago as 1859. As irrigated agriculture spread <br />throughout the basin, the list of prioritized water <br />rights grew rapidly, and the Arkansas River and <br />its tributaries were fully appropriated for normal <br />or average years by the mid- 1880's (Abbott, 1985). <br />In most areas, water rights with priorities dated <br />after 1887 are little more than flood rights, which <br />allow diversion of water only in periods of higher <br />than average streamflow (Abbott, 1985). Flood <br />rights do not provide a dependable supply of water <br />because these flows generally occur at times inconve- <br />nient to farming operations or at rates in excess of <br />canal capacities. Water- storage rights were developed <br />and reservoirs were constructed to take advantage <br />of the flow not available to direct diversions, which <br />includes streamflow in excess of direct -flow water <br />rights (flood rights) and streamflow during the <br />nonirrigation season (winter water) from November <br />through March. During 1880 through 1910, storage <br />rights were established that allowed for the yearly <br />diversion and storage of almost 500,000 acre -ft of <br />Arkansas River water in off - channel reservoirs. Addi- <br />tionally, two large main -stem reservoirs were built in <br />the lower Arkansas River Valley to manage Arkansas <br />River streamflow. In 1948, the U.S. Army Corps <br />of Engineers completed construction of John Martin <br />Reservoir, a main -stem reservoir east of Las Animas <br />(fig. 1). In 1975, the Bureau of Reclamation com- <br />pleted construction of Pueblo Reservoir, a main -stem <br />reservoir west of Pueblo (fig. 1). <br />Pueblo Reservoir <br />Pueblo Reservoir is used for the storage <br />and regulation of water that is imported into the <br />Arkansas River Basin from the Colorado River <br />Basin as part of the Fryingpan- Arkansas Project <br />(hereafter referred to as the Project). The Project <br />is a multipurpose water development constructed <br />by the Bureau of Reclamation. The main purpose <br />of the Project is to divert unappropriated water <br />from the western slope of Colorado for use on <br />the more populated, water - limited eastern slope. <br />The Project began importing water in 1972. From <br />1972 through 1994, the Project imported an annual <br />median volume of about 47,300 acre -ft into the <br />Arkansas River Basin (U.S. Department of the <br />Interior, 1996). During summer, the Project diverts <br />water from the western slope to the eastern slope, <br />where the water is held in storage until municipal <br />or irrigation water - supply demands need to be <br />satisfied. Imported water may be stored in the <br />upper basin or in Pueblo Reservoir, the farthest <br />downstream facility of the Project. Imported <br />water generally is stored in the upper basin as <br />long as possible to minimize evaporative losses, <br />which are lower in the upper basin than in Pueblo <br />Reservoir. During winter, water stored in the <br />upper basin may be released to the river for down- <br />stream storage in Pueblo Reservoir in order to <br />create upper basin storage space for the importation <br />of western slope water during the upcoming snow- <br />melt runoff. <br />Storage began in Pueblo Reservoir in 1974, <br />and the dam was completed in 1975. The reservoir <br />had an initial storage capacity of 357,678 acre -ft <br />(Lewis and Edelmann, 1994). Since water was first <br />impounded in Pueblo Reservoir, reservoir storage <br />has fluctuated because of variations in the inflow <br />and in the demand for stored water. Most of the <br />storage space in Pueblo Reservoir is reserved for <br />Project water, although storage of some non - Project <br />water is granted under a limited number of storage <br />contracts. Most of the annual inflow to the reservoir <br />usually occurs during May through July. Reservoir <br />storage generally decreases substantially by the end <br />of the growing season because of decreased inflow <br />and large downstream demands for irrigation <br />water. <br />a Relations of Streamflow and Specific- Conductance Trends to Reservoir Operations in the Lower Arkansas River, <br />Southeastern Colorado <br />
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