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<br />....+ -- -- -- ---- -- <br /> <br />...... ....... <br />;- - . . - - . - - - - - . <br />....;:t:........ .._e--.- <br /> <br />.,:a:- -:'-~ ---. -- 192:3-1964 <br />.~ +.'+ X <br />- . .... <br />++ + <br /> <br />'" <br /> <br />1000 <br /> <br /> <br /> <br />'" <br /> <br />o <br />:z:: <br />o <br />u <br />w <br />en <br />a: <br />w <br />~ <br />en <br />a: <br />w <br />... <br />w <br />~ <br />U <br />CD <br />~ <br />u <br />~ <br /> <br />~ <br /> <br />100 <br /> <br /> <br /> <br />.. <br /> <br />log Pearson 111192:3-1964 <br /> <br />.. _ _ _ .log Pearson III 1965-1983 <br /> <br />+ <br /> <br />1965.1983 <br /> <br />w <br />e <br />a: <br />c: <br />:: <br />u <br />en <br />o <br /> <br />x 1984.1996 (post Tavlor <br />Draw Dam) <br />_ _ _ log Pearson III 1984-1996 <br /> <br />10 <br /> <br />10 <br />RETURN INTERVAL <br /> <br />1 <br /> <br />100 <br /> <br />Figure ~~8. Graph showing return intervals for 3 time periods based on partial-duration <br />series for all floods greater than 28 mJ Is. Lines were based on a log Pearson type III <br />distribution. The magnitude of floods with return intervals less than 3 yrs is lower for the <br />period following the completion of Taylor Draw Dam than the :2 decades precedin-g the dam. <br />while the magnitude of the 5 - 10 yr floods has increased. <br /> <br />44 <br />