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7 <br />NORTH <br />A <br />FEET <br />2,320-1 <br />zlo <br />zlo <br />2,310 -' <br />LUI <br />I <br />I <br />2,300I <br />i <br />I <br />I <br />2,290- <br />I <br />P I <br />2,280 <br />I <br />� I <br />2,270 <br />2,260 <br />I <br />1 <br />2,250 <br />I <br />I <br />2,240 <br />I <br />I <br />2,230 <br />.I <br />2,220 <br />I <br />I <br />I <br />t <br />2,210 <br />2,200 <br />I <br />a <br />i <br />ted <br />Unsaturated <br />2,190 <br />a <br />a <br />zone <br />2,180 <br />I <br />I <br />i <br />2,170- <br />I <br />2,160! <br />2 150 <br />I <br />t <br />Water table <br />2,140 <br />2,130 <br />Z v <br />C b <br />c ro <br />ro <br />m m <br />a <br />� z <br />ro m <br />0. 4 <br />2,120-' i <br />Vertical scale is greatly exaggerated 0 10,000 20,000 Feet <br />Datum Is sea level <br />O 2,000 4,000 Meters <br />SOUTH <br />A' <br />METERS <br />700 <br />m <br />680 <br />670 <br />r <br />d <br />U <br />0 <br />z_ 660 <br />650 <br />Figure 3a. Generalized hydrologic section A -A', near Kearney, <br />spring 1999. Trace of section shown in figure 1. <br />2`-F--USGS <br />science for a ehurghq world <br />Ground Water and River Flow Analyses <br />