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<br />)1 <br />.. <br /> <br />A9- 2d. <br /> <br />Effect of Diversion <br /> <br /> <br />Me <br /> <br /> <br /> <br />I <br />I <br />I <br />I <br />, <br />, <br />- ;;)' <br />-- <br />WIT <br /> <br />Q <br /> <br />Q <br /> <br />\.0 <br /> <br /> I <br /> I <br /> I <br />S I <br /> I <br /> I <br /> , <br /> -;;;;} <br />1.0 t /) I <br /> <br /> <br />. A diversfon remCl'tes flow f1"Olll the rfver durfnq h'!gh stages and passes ft safely <br />aWlY fram dlllllge areas. This has the ftmedfate effect of reducfng the alllOunt of <br />flow at all locatfons below the diversion. The di~t planned for effect is the <br />lowering of the flow-frequency relationship. No other functions are directly or <br />indirectly affected. long term stream regime chang6 induced by the chanqe in <br />flow and sedfMnt content could affect downstre4'" conveyance cIPleit,v thus affect- <br />iitq. the stage-flow rel&tionshi1J at some point in the future. . <br /> <br />t <br /> <br />EXHIBIT 1 <br />6 OF 12 <br /> <br />~ <br />