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Last modified
3/26/2010 3:55:22 PM
Creation date
9/30/2006 10:17:18 PM
Metadata
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Publications
Year
1994
Title
Fort Lyon Canal Company Water Transfer Alternatives Study - Final Report
CWCB Section
Finance
Author
Gronning Engineering
Description
Analysis of the alternative approaches to, and the results of the transfer of agricultural water supplies from the Ft. Lyon Canal Company to alternative uses
Publications - Doc Type
Brochure
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<br />CHAPTER 1 <br /> <br />INTRODUCTION <br /> <br />1.1 Scooe and Puroose of the Studv <br /> <br />As established by the Colorado State Constitution, water is appropriated for beneficial use. In <br />the development of the state, water supplies have been appropriated for domestic, agricultural <br />and industrial purposes. As Colorado has continued to grow, the demands for domestic <br />(municipal) water supplies have created economic incentives to sell and transfer agricultural <br />water supplies. This report, authorized by the Colorado General Assembly as a part of Senate <br />Bill 92-87, documents a multi-disciplinary study of issues arising out of a possible large-scale <br />transfer of water out of the Ft. Lyon Canal to alternative uses. It examines changes to be <br />anticipated in such a water transfer and proposes alternative actions to such a water transfer. <br />This chapter presents introductory information on the Arkansas River Basin and the area of <br />study. <br /> <br />In Chapter 2, issues associated with water transfers in and around the study area are presented <br />along with information on historic water transfers. Chapters 3 and 4 present descriptive <br />information of the Ft. Lyon Canal Company system and the regional socia-economic <br />characteristics. They include a physical description of the system, operational analysis, historical <br />background, and characterization of the social, economic and environmental aspects of the study <br />area. Chapter 5 identifies current and future demands for Ft. Lyon water, inside and outside the <br />study area. Chapter 6 describes the methods employed in alternative analysis and identifies <br />alternatives to potential water transfers out of the FI. Lyon system. In Phase 2 of this report the <br />most promising altemative(s) and proposed plans for implementation will be developed. <br /> <br />1.2 Basin Characteristics <br /> <br />The Arkansas River originates upstream from Leadville at an elevation of over 14,000 feet and <br />exits the state near Holly at 3,400 feet. The basin is illustrated in Figure 1.1. In passing through <br />the plains east of Pueblo to the state line, the river gradient is less than 9 feet per mile. About <br />25,600 square miles is tributary to the Arkansas River in Colorado. Geologically, in the plains <br />the valley aquifer rests in a U-shaped trough, cut into cretaceous shale and limestone bedrock. <br /> <br /> <br />Climate in the Arkansas River Basin varies widely in both temperature and precipitation. On the <br />plains, annual precipitation levels increase moving eastward from Pueblo, reaching an average of <br />about 16 inches per year at the state line. Over the study area, average rainfall is 11 to 15 <br />inches, with a high degree of areal, daily, seasonal and annual variability. <br /> <br />The basin's water resources consist of snowmelt, rainfall runoff and ground water development. <br />Most of the surface irrigation systems were constructed between 1874 and 1890. As junior water <br /> <br /> <br />1-1 <br />
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