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0 <br /> 0 <br /> m <br /> o LEGEND <br /> 0 <br /> MODEL GRID LINES <br /> MODEL-COMPUTED <br /> ° GROUNDWATER <br /> —4800— CONTOUR <br /> O - - <br /> ELEVATIONS BELOW IN FT.NAVD: <br /> TOP MODEL ELEV.=4815 <br /> p <br /> 0 <br /> O BOTTOM MODEL ELEV.=4780 <br /> N <br /> UPGRADIENT(NORTH)HEAD BOUNDARY=4825 <br /> DOWNGRADIENT(SOUTH)HEAD BOUNDARY=4800 <br /> RIVER HEAD BOUNDARY= <br /> 4815 NORTH(UPSTREAM 1CT WITH RIVER)TO <br /> p 4788 SOUTH(DOWNSTREAM) <br /> I, <br /> CANAL HEAD BOUNDARY <br /> 4812 NORTH(UPSTREAM)TO <br /> 4792 SOUTH(DOWNSTREAM) <br /> p SOIL HYD.COND.=30-'cm/S <br /> O <br /> O <br /> I'llI RAINFALL RECHARGE=3.5 in.yr. <br /> n 7nnn 4nnn Annn Annn I nnnn 13nni i RESERVOIRS MODELED AS HIGH-CONDUCTIVITY CELLS WITH 71 in./yr <br /> EVAPORATION <br /> GROUNDWATER MODEL <br /> THREE BELLS—VELDMAN LINER MODEL DESCRIPTION <br /> WINDSOR,COLORADO G E <br /> Consultants <br /> Martin Marlotarlmls-, I w_^ <br /> v Project 1405060-1001 May 2014 Figure 2 <br /> H:\TECH\project\Regional Modflow model\Report\Figu,-pp. <br />