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<br />1000 <br /> <br /> 1000 <br />c <br />z <br />0 <br />u <br />w <br />00 <br />Q:: <br />W <br />C- <br />oo <br />Q:: <br />W <br />.... <br />w 100 <br />:E <br />u <br />iii <br />::l <br />U <br />Z <br />u.i <br />C) <br />Q:: <br />-< <br />J: <br />U <br />00 <br />C <br /> 10 <br /> 1 <br /> <br />x x <br /> <br /> <br />100 <br /> <br />x Annual Peak Discharge <br />_ Log Pearson Type III Calculation <br /> <br />10 <br />100 <br /> <br />a <br /> <br />1 <br />l' <br /> <br />10 <br />RECURRENCE INTERVAL. IN YEARS <br /> <br />Figure --10. Graph showing flood recurrence for station 09306500, White River near <br />Watson, UT. Recurrence intervals are calculated using a Log Pearson Type III regression <br />fit to 77 years of annual peak flood data. <br /> <br />46 <br />