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ipu <br />H <br />0 <br />0 <br />w <br />600 <br />U <br />d <br />rx <br />W <br />w <br />16 <br />500 <br />O <br />x <br />d <br />3 <br />0 400 <br />x <br />z <br />w <br />� j 300 <br />w <br />w <br />0 <br />U <br />z <br />° 200 <br />x <br />w <br />z <br />O <br />V <br />w 100 <br />3 <br />O <br />a <br />0 <br />0 10 20 30 40 50 60 70 80 90 100 11( <br />250 <br />B NOTE: THE UPPERMOST AND LOWERMOST DOTTED LINES INDICATE 20- PERCENT DIFFERENCE; <br />THE TWO INNER PAIR OF DASHED LINES INDICATE 10- PERCENT DIFFERENCE <br />200 <br />150 <br />W <br />U <br />z <br />100 <br />ca <br />�Z <br />U 50 <br />a <br />W <br />a <br />p - • •• • • - • • • • •r • -- • • • <br />• •• • • • • <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - !•_ _ - - _ _ _ _ _ _ _ _ _ _ _ • _ <br />-50 • <br />-100 <br />0 10 20 30 40 50 60 70 80 90 100 110 <br />SITE <br />Figure 8. Power conversion coefficients (PCC) at network sites: (A) 1994 -97 State - approved PCC and 1998 <br />PCC, and (B) percent difference between 1994 -97 State - approved PCC and 1998 PCC. <br />24 Comparison of Two Approaches for Determining Ground -Water Discharge and Pumpage in the <br />Lower Arkansas River Basin, Colorado, 1997 -98 <br />