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23 <br /> <br />ORNL- DWG 81- 10883 ESD <br /> <br />100 <br />W <br />J <br />H <br />Z. <br />W <br />U <br />Cr <br />W <br />a <br />W <br />U <br />Z <br />Q <br />W <br />W <br />U <br />X <br />W <br />0 <br />WET, HIGH <br />84% FLOW PERIODS <br />? I <br />I /-DRY, LOW <br />I FLOW PERIODS <br />I <br />I <br />I I <br />Q Q <br />MIN I M I N <br />N <br />1 2 <br />110- <br />DISCHARGE <br />Fig. 2-1. Example of instream flow requirements (Q ) based on flow <br />duration data for two seasons with d Nrent hydrologic <br />patterns. <br />