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<br />Table 2 sumrlarizes by percentage gro;Jplng the resuit~,; of cor:lparlS()r:~; O~ C I r-s::orciec LODe <br />peaks with estimated PMF peaks a1 var,ous Slles, <br /> <br />Table 2. - Numbers of recorded floOD peakS within ranges of per::;em of PMF peaKs <br /> <br />Range of percent of <br />PMF peak <br /> <br />Number of recorded <br />events <br /> <br />91-100 <br />81-90 <br />71-80 <br />61-70 <br />51-60 <br />41-50 <br />31-40 <br /><30 <br /> <br />2 <br />7 <br />4 <br />9 <br />8 <br />13 <br />8 <br />10 <br /> <br />GI <br /> <br />The current study is limited in scope to the comparison of peak flows, A similar study could be <br />performed for flood volumes, but the data base for large flood volumes is more limited than that <br />for peak flows, Although, many peak flows can be estimated by slope-area methods or by other <br />hydraulic techniques based on high water marks measured in areas without gauges, no such <br />techniques are available to estimate peak flood volumes without the presence of gauges in the <br />immediate vicinity, Yet, even where gauges do exist, they are ohen inundated by the very large <br />flows and provide no useful volumetric information during the highest levels of flooding, <br /> <br />CONCLUSIONS <br /> <br />The major conclusion drawn from this study is that the current data are plentiful and the methods <br />used by the USSR to prepare PMF estimates represent a technically reliable procedure that may <br />be used in different geographic areas. The PMF peaks produced using the USSR methodology are <br />generally close to the most extreme of the recorded rainflood peaks. <br />- ('I <br />J:;' /) <br />A second conclusion results from having found nine rainflood events that represent at least 80 <br />percent of their associated estimated PMF peaks: extremely rare floods approaching PMF mag- <br />nitude have occurred and will continue to occur on very rare occasions throughout this country, <br /> <br />\ <br />\ <br /> <br />A third conclusion is that similar studies should be repeated every 5 or 10 years, In general, the <br />years 1974 to 1984, were very wet throughout most of this country; they produced 13 of the <br />61 flood peaks listed in table 1, Additional wet cycles will occur in the future and produce new <br />peak flow data for use in updating and extending this work. <br /> <br />7 <br />