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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br /> <br />Fiaure <br /> <br />10 <br /> <br />11 <br /> <br />LIST OF FIGURES <br /> <br />Title <br /> <br />Paae <br /> <br />1 <br /> <br />Platte River Drainage in Colorado, Wyoming, and <br /> <br />Nebraska..,.,.........,..... ....~.,....,., ..... .........,.............",.,..., 4 <br /> <br />2 <br /> <br />Sketch of Artificial Recharge from a Rectangular basin.....11 <br /> <br />3 <br /> <br />Location of Previous Study Sites Along the Central <br />Platte River............,'" ............".",... ....."...,.....", .....".... 12 <br /> <br />4 <br /> <br />Map of Rowe Sanctuary Wet Meadow Site...................... 14 <br /> <br />5 <br /> <br />Soil Depth Profile.............................................................. 17 <br /> <br />6 <br /> <br />Orientation of Vertical Plane for Recharge Analysis......... 18 <br /> <br />7 <br /> <br />Groundwater Profiles for Various Vertical Planes <br />7a Groundwater Mound at 0 degrees.............................................. 19 <br />7b Groundwater Mound at 54 degrees............................................. 19 <br />7c Groundwater Mound at 90 degrees............................................. 20 <br /> <br />8 <br /> <br />Surface Profile of Groundwater Mound for Various <br />Vertical Planes........................,.............................,........ 20 <br /> <br />9 <br /> <br />Recession of Groundwater Mound <br />9a Recession of Groundwater Mound; 0 degree plane......................., 21 <br />9b Recession of Groundwater Mound; 54 degree plane...................... 21 <br />9c Recession of Groundwater Mound; 90 degree plane...................... 21 <br /> <br />Sensitivity Analysis of Specific Yield <br />10a Effect on Mound Height at Center............................................ 22 <br />10b Effect on Mound Height at 300 ft................,............................ 22 <br /> <br />Sensitivity Analysis of Transmissivity <br />11a Effect on Mound Height at Center............................................. 23 <br />11b Effect on Mound Height at 300 feel.................,......................... 23 <br /> <br />12 Return Flow to Platte River <br />12a Return Flow to Platte River due to Recharge..~..........................., 24 <br />12b Return Flow to Platte River for 55 days after Recharge.,.....".;,.;... 25 <br /> <br />13 Recharge Basin Geometry................................................ 25 <br />