Laserfiche WebLink
� � � � � � � � � � � � � � � � � � � <br />DIVERSIONS VS <br />CHANGE IN UNCONFINED AQUIFER ST�RAGE <br />30(' <br />� 20( <br />� <br />U <br />a 10C <br />x <br />0 <br />0 <br />0 <br />'; C <br />W <br />C7 <br />Q <br />� O -100 <br />� <br />� <br />Q <br />� -200 <br />� <br />Q <br />a <br />-300 <br />��� <br />FIGURE 4-3 <br />GRAPH OF DIVERSIONS VS CHANGE <br />IN UNCONFINED AQUIFER STORAGE <br />GROUND WATER RECHARGE AND MANAGEMENT PROJECT <br />RIO GRANDE BASM, COLORADO <br />COLORADO WATER CONSERVATION BOARD <br />DAVIS ENGINEERING SERVICE, INC. <br />"" '"� ��u �UV 250 340 350 400 450 500 <br />CANAL & DITCH DIVERSIONS-1000 X AC-FT <br />