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<br />OJOllb <br /> <br />SECTION I I <br /> <br />ARKANSAS RIVER STUDY REACH <br /> <br />The study reach of the Arkansas River, which is the subject of this assign- <br />ment, is a subsystem of the total river system and Its basin. Furthermore, <br />administration of the water and distribution of its losses can sometimes be <br />better understood with the overview picture of the river In mind. <br /> <br />ThIs Section presents a few of the physical facts and characteristics of <br />the river needed to realize the complexity of the river administration. <br /> <br />GENERAL DESCRIPTION OF ARKANSAS RIVER BASIN <br /> <br />The Arkansas River from Its source in Colorado to Its junction with the <br />Mississippi River flows 1500 miles and drains an area of 177,500 square miles. <br />It starts Its 1940-mile journey to the Gulf of Mexico at over 11,000 feet ele- <br />vation and joins the Mississippi at about 100 feet elevation. Most of this drop <br />occurs within 200 miles of its source. For the remainder of its journey, the <br />river flow is tranquil and meandering, traveling over a bed of fine sand and <br />silt. The channel profile of the Arkansas River has a continuously decreasing <br />gradient from its source to its mouth. It is unique among streams Issuing <br />from the east side of the Rocky Mountains in having no sharp irregularities in <br />its long profile -- that is, its stream gradient over long segments. The river <br />provides a substantial part of the economic wealth of its basin, and inhabitants <br />in this area are subject to its vagaries. <br /> <br />The Arkansas River within Colorado is 350 miles long and drains 25,000 <br />square miles, 24 percent of the entire state (See Map I I-I). It crosses into <br />Kansas at an elevation of 3400 feet. It provides irrigation for 490,000 acres <br />of Colorado land and Is a great economic force in this semi-arid land. The <br />grip the river has on people is evidenced by the location of most of the towns <br />and transportation routes along its banks or main tributaries. Table I I-I <br />I ists the average annual river flows, drainage areas, period of record, irri- <br />gated areas, and elevations for 14 gaging stations maintained on the maIn stem <br />of the river in Colorado. The table brings out the fact that the drainage <br />basin of the Arkansas RIver in Colorado is composed of two entirely different <br />terrains. First of all, there is the mountainous upper reaches of the river <br />which produce much of the runoff but use little of the water for agricultural or <br />domestic use because of the 1 imlted arable land and low population density. <br />Below Canon City, however. the'quantity of Industrial and irrigation use <br />Increases with major diversions. The quantity of water flowing in the river <br />is seen to decrease after passing Avondale in Pueblo County as It proceeds <br />toward the Colorado-Kansas state line. <br /> <br />The quality of water also experIences a drastic change from Its clear <br />mountain state. Below Canon City, It has higher suspended and dissolved <br />sol ids because of domestic, industrial, and irrigation return flow and <br />natural processes of sediment transport. <br /> <br />At present, the main stem of the Arkansas River In Colorado has only one <br />major reservoir on it. This Is John Martin Reservoir with a maximum of 384,000 <br /> <br />5 <br />