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<br /> 180 <br /> 160 <br /> 140 <br />- 120 <br />~ <br />0 <br />- <br />Q) 100 <br />e> <br />as 80 <br />.J:: <br />0 <br />f/) <br />0 60 <br /> 40 <br /> 20 <br /> <br /> <br />. <br /> <br />- Recommended Flows <br />-Average Flows 10/44 - 9171 <br /> <br />-- Estimated Flows (StreamStats) <br /> <br />, .".. ~ j'..- <br /> <br />o <br />,q,~ <br />....:~ <br /> <br />I. <br /> <br />)q,~ <br />....: <br />":> <br /> <br />~~ ~~ tfl\ .#> <br />....: ....: t;:f N~ <br />":> C"j ":>" <br /> <br />)~~ )~ ~o., <br />~ t),C?f t),~~ <br />Date <br /> <br />0~ o()- 04. 0V <br />(I. f.J (I.' ro~ ro<J <br />I1f I1f f); f); <br /> <br />, <br />Fig. 2. Comparison of average flows in Arapaho iCreek to recommended flows. The average daily discharge <br />through Arapaho Creek above the Buchanan Creek between 10/1/44 through 9/30/71, as determined using <br />aerial apportionment, is plotted as are the estimates of monthly average discharge produced by StreamStats. <br />The StreamS tats estimates are connected with a curved line to facilitate comparisons between these <br />estimates and the recommended flows. The R2CROSS recommendations are plotted in green. <br /> <br />. <br /> <br />. <br />