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the existing channel capacity and coordinate with the U.S. Geological Survey (USGS) on <br />adjacent ground water problems within three problem areas. Specific problems and needs in I <br />these areas are as follows: <br />Problem Area 1: <br />• Insufficient channel capacity; <br />• Negative gradient return flow of groundwater from the north La Junta area downstream to <br />Bents' Old Fort on the north bank of the Arkansas River extending northward to the Fort <br />Lyon Canal; <br />• Possible significant sedimentation contribution from irrigation canals in the area. <br />Area 2: <br />Problem <br />• Insufficient channel capacity; <br />• Levee instability and erosion. <br />Problem Area 3: <br />• Insufficient channel capacity; <br />• Decreased stream gradient with excessive sedimentation. <br />The study identified the probable causes of these problems and ranked them in order of <br />importance. Factors affecting the channel capacity of the Arkansas River and groundwater <br />inundation in the study reach and flood plain areas included the following: <br />Changing sediment transport effects due to regulation of flow by Pueblo Dam and watershed <br />development practices in the Fountain Creek basin. <br />Tamarisk introduction and proliferation, which has impacted the channel shape, and <br />subsequently, the hydraulics and sediment transport. <br />j <br />Agricultural encroachment on the historic flood plain of the Arkansas River. <br />Changes in the base flow due to discharges fromurban areas (surface runoff and sewage <br />treatment plant discharge), agricultural irrigation: practices which have encouraged the <br />growth of phreatophytes, and transmountain diversions. <br />Detention practices regarding surface runoff from urban areas. <br />Groundwater extraction and irrigation practices. <br />A Channel modifications over the past 30 years. <br />transport <br />Two analytical tools were used for ranking: Log Pearson III, HEC -II and the sediment <br />program (SAM). The study determined the effects of average annual water volume, the effects <br />of peak discharges, and the effects of the sediment transport capacity. The specific problem <br />areas are described in Table 1 -1 and are depicted in Figure 1 and Figure 2. <br />I. <br />