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<br /> <br />1777 <br /> <br />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 <br />these areas are as follows: <br /> <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 /> <br />Problem Area 2: <br />. Insufficient channel capacity; <br />. Levee instability and erosion. <br /> <br />Problem Area 3: <br />. Insufficient channel capacity; <br />. Decreased stream gradient with excessive sedimentation. <br /> <br />I <br />I <br /> <br />The study identified the probable causes of these problems and ronked 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 /> <br />> Changing sediment transport effects due to regulation of flow by Pueblo Dam and watershed <br />development proctices in the Fountain Creek basin. <br />> Tamarisk introduction and proliferotion, which has impacted the channel shape, arid <br />subsequently. the hydraulics and sediment transport. <br />> Agricultural encroachment on the historic flood plain of the Arkansas River. <br />}> Changes in the base flow due to discharges from :urban areas (surface runoff and sewage <br />treabnent 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 />> Channel modifications over the past 30 years. <br /> <br /> <br />Two analytical tools were used for ranking: Log Pearson III, HEC-I1 and the sediment transport <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 I-I and are depicted in Figure I and Figure 2. <br /> <br />2 ' <br /> <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />II <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />