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<br />22 <br /> <br />An extensive search of histOl'ic data established the relative magnitude <br />of many additional floods and also increased the periods for which the higher <br />floods Were kno\l,:n to be unsurpassed. .4t 13 stations in region A and 88 stations <br />in region B there were sufficient data to extend their- individual frequency <br />Curves beyond the 36-year base period and thereby improve the definition of <br />the composite frequency cUrves. The individual cur\'(" 5 wer'c dr'awn as the line <br />of best fit determined visually with consider'alion for the limitations and pecu- <br />liarities inherent in the data. Ratios to the mean annual flood were computed <br />for the individual curve discharges at 12.3, 18.5,37, and 50-year I'ccurrence <br />intervals. The medians of these L'rJ.tios defined the I'cspecthe curves for re- <br />gions A and B beyond the IO-year recurrence interval. The r'esulting cur'ves, <br />shown in figur'e 8. indicate the ratio of the 50-year flood to the mean annu8J <br />flood to be 8.8 for region A and 5,3 for region B. The definition was investi- <br />gated and verified by plots of the higher' floods by gL'rJ.phical median and by <br />double median methods. Results were similal' but less reliable. <br /> <br />10 <br /> <br />o <br />o <br />o <br />-' <br />.. <br />-' <br />" <br />=> <br />z <br />z <br />" <br />z <br />" <br />'" <br />~ <br />o <br />... <br /> <br />. <br /> <br /> ,- - t - l- . <br /> - ,. <br /> - t - <br /> . . . . . <br /> , -j - <br />- - - - --' t- . <br /> , - If <br /> , - <br /> . j - - <br /> ,-, <br /> I - " <br /> 1 <br /> - - <br /> Nor.. These cU'lIes 0" nOI applicable 10 " <br /> mom slem of Arkansas Rlller oOOlle <1" - <br />~ ~. <br /> Pawnee Riller ,. ~.. <br /> . <br />- I- I 1- " - <br /> t . <br /> ." <br /> 1-. -/ li~ <br /> - t---= ~,~I - - <br /> - -I-- - - - <br /> , ~ ~fj, t--- . <br /> - . - - - <br /> - L :~ 1- - <br /> , <br /> -, - <br /> , <br /> , <br /> . - r. t- <br /> , ./ './ , <br /> I f=: <br /> - , - - <br /> + - <br /> t-. - - - <br /> r- -I=- <br /> , <br /> .- , - - <br /> , <br /> <br />. <br /> <br />. <br /> <br />7 <br /> <br />, <br /> <br />4 <br /> <br />o <br />... <br />" 3 <br />'" <br /> <br />2 <br /> <br />o <br />1.01 <br /> <br />II IZ 13141.5 <br /> <br />2 <br /> <br />3 <br /> <br />4 ~ 6 7 8 910 <br /> <br />'" <br /> <br />30 40 ~O <br /> <br />'00 <br /> <br />RECURRENCE INTERVAL, IN YEARS <br /> <br />Figure <br /> <br />8 .u Composite frequency curves of onnuol floods In Konsos, <br />