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<br /> <br />I <br />, <br />, <br />I <br />I <br /> <br />"~I" "1+."-' <br />:: :' .' <br />Ti~:"~" <br /> <br />merely a qualitative evaluation. In general, one would <br />expect the extrapolated 500-year flood-peak discharge <br />to be less than the envelope-<:urve values, assuming <br />that several watersheds in a given region have experi- <br />enced at least one flood exceeding the 500-year value <br />during the period of data collection. For the <br />Fenbo\1oway River near Foley, Florida, estimates of <br />the SOO-year flood range from 11,500 to 12,800 cubic <br /> <br />20,000 <br /> <br />feet per second. The envelope-curve value from <br />Crippen and Due (1977) and Crippen (1982) is 101,000 <br />cubic feet per second given that the watershed is in <br />region 3 as defined by Crippen and Due (1977) and <br />Crippen (1982). Figure 3, from Crippen and Due <br />(1977), is provided in this report so the analyst can <br />determine the appropriate flood region for a site of <br />interest. <br /> <br /> <br />A. Regional values of the 2- to <br />SOD-year flood discharges <br /> <br />. Extrapolated value of the <br />500-year flood discharge <br /> <br /> <br />10,000 <br /> <br />Q <br />Z <br />o <br />U <br />W <br />Ib <br />a: <br />w <br />A- <br />lii <br />w <br />u. <br />u <br />iii <br />:;) <br />u <br />i!!: <br />iii <br />CJ <br />a: <br />C <br />:J: <br />U <br />Ib <br />C <br /> <br />SOOO <br /> <br />2000 <br /> <br />~ <br />/ <br />/ <br /> <br />2 <br /> <br /> <br />500 <br /> <br />S 10 25 50 <br />RECURRENCE INTERVAL, IN YEARS <br /> <br />100 <br /> <br />FIgure 2. Reglonalllood-frequency curve for the Fenholoway River near Foley, Florida. <br /> <br />ESTIIIATION OF EXTREME FLOODS 15 <br />