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4VU <br />F <br />O <br />wO 350 <br />w <br />a <br />v <br />Q <br />a <br />a 300 <br />ti <br />a <br />0 <br />O <br />x <br />Q250 <br />3 <br />0 <br />a <br />x <br />200 <br />w <br />v <br />150 <br />O <br />U <br />z <br />0 <br />w 100 <br />z <br />O <br />U <br />a <br />3 50 <br />0 <br />a <br />0 <br />0 10 20 30 40 50 60 70 80 90 100 110 <br />180 <br />B• <br />160 <br />140 • <br />120 <br />w <br />V <br />z <br />loo <br />a <br />F <br />w 80 <br />V <br />a <br />w <br />a <br />60 • <br />• LINE INDICATES 20- PERCENT DIFFERENCE <br />40 • • <br />• <br />• <br />0 • • <br />0 10 20 30 40 50 60 70 80 90 100 110 <br />SITE <br />Figure 5. Power conversion coefficients (PCC) determined at network sites during 1998: (A) range in PCC and <br />(B) percent difference. <br />20 Comparison of Two Approaches for Determining Ground -Water Discharge and Pumpage in the <br />Lower Arkansas River Basin, Colorado, 1997 -98 <br />