Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Co nte nts <br /> <br />Page <br /> <br />Introduction. . . . . . . " " . . . . . ... ... . . . . " . . . . ... . . .. . . . . . . .. . . .. .. . . . . .. . . . . . . . . .. C-1 <br /> <br />Modeling Approach ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . . . . . . . . . . . . . . . . . .. C-1 <br /> <br />RiverWare .. . . . . . . . . . . . . . . . " . . . . .. . . . . . . . . . .. . . . . . . .. .. ., .. . .. . ... . . . . . . . .. C-1 <br /> <br />RiverWare Model of the Sanjuan River ........................................ C-3 <br />Configuration for No Action Alternative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . .. C-7 <br />Configuration for the 250/5000 and 500/5000 Alternatives. . .. .. . .. . . . .. . . . . . . . . .. C-7 <br /> <br />Impact Analysis Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. C-13 <br /> <br />No Action Analysis. . . . . .. . . .. . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . .. . . ... .. . . . . . .. C-13 <br /> <br />PreferredPlan~250/5000Alternative ......................................... C-13 <br />San Juan River at Archuleta Impacts .......................................... C -13 <br />Animas River at Farmington Impacts ......................................... C-17 <br />San Juan River at Farmington Impacts. . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . .. . . .. C-20 <br />San Juan River at Four Comers Impacts ....................................... C-23 <br />Navajo Reservoir Water Level Impact from Operation of the Preferred Plan........ C-28 <br /> <br />Tables <br /> <br />~bre Page <br /> <br />1 Summary of San Juan River Basin depletions for each alternative ................ C-8 <br />2 Summary of streamflows measured during 2001 Summer Low Flow Test ........ C-14 <br />3 Mean, maximum and minimum average flow of the San Juan River at <br />Archuleta for the No Action, Preferred, and 500/5000 Alternatives <br /> <br />(1929-1993 data) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. C-14 <br /> <br />4. Mean monthly flows for the Animas River at the confluence with the San Juan <br />River for the No Action, Preferred, and 500/5000 Alternatives <br /> <br />(1929-1993 data) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " C-17 <br /> <br />5 Mean monthly flows for the Animas River at Farmington, New Mexico <br />(USGS Gage) for the No Action, Preferred, and 500/5000 Alternatives <br /> <br />(1929-1993 data) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. C-20 <br /> <br />6 Mean monthly flows for the Animas River at Four Corners, Colorado <br />(USGS Gage) for the No Action, Preferred, and 500/5000 Alternatives <br /> <br />(1929-1993 data) . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . .. C-24 <br /> <br />7 Summary statistics of meeting Flow Recommendations criteria for alternatives <br />retained for further analysis .............................................. C-27 <br />8 Summary statistics 1929-1993 water years... . " . . ... .. . . .. ..... ... . . .... ... .. C-28 <br />