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<br />AUTHORITY <br /> <br />The USDI (United States Depa:-t~~-le::t c: t:lt: 1:-1,en:;r) 5a181\' o~ Da:Tl~, Progia:T. au::~or;zes the USSR <br />(Bureau of Reclamation) to coordlna1e and rlanage the Depanment's Dam Safely Pcogram. Program <br />activities include preparing Departmental poliCY and gUidelines, and assisting other USDI agencies <br />in developing their dam safety programs, In this context, a need for the USBR to perform this <br />study was identified, It is intended to help other USDI agencies develop hydrologic dam safety <br />policy standards and practices, which are to be implemented Departmentwide, <br /> <br />Specific authority for the Flood Section of the USBR's Engineering and Research Center to ,nitiate <br />this study was provided in a memorandum from the Division of Dam Safety to the Division of <br />Planning Technical Services, on July 7, 1983, as part of the SEED (Safety Evaluation of Existing <br />Dams) Program. <br /> <br />PURPOSE <br /> <br />The purpose of this report is to provide data from "observed" flood events at various sites for <br />comparison with the PMF (probable maximum flood) hydrograph for the same site, This comparison <br />may be used to support the magnitude of the rainflood PMF hydrograph peaks produced as part <br />of the SEED Program for the USBR and other Department of the Interior dams, This study covers <br />the conterminous 48 States and is limited to historic rain-induced flood events. <br /> <br />INTRODUCTION <br /> <br />The eminent hydrologist R, D, Horton once stated that "flood magnitudes always continue to <br />increase as the recurrence interval increases, but they increase toward a definite limit and not <br />toward infinity" [1]' Nevertheless, for many hydraulic engineers, designers, and dam owners <br />responsible for solving potential dam safety problems related to new hydrologic studies, the upper <br />limit for new flood peaks may seem to be unbounded. <br /> <br />For the USBR and all other Federal agencies involved with dam safety, the practical upper limit for <br />flood design is the PMF, Starting in the mid-1970's, USBR flood hydrologists have produced <br />hundreds of PMF studies for sites throughout the United States as part of the SEED Program, In <br />most cases, the peaks of these PMF's have been several times the maximum recorded peak at <br />the site studied This fact often generates an apparent lack of credibility in the hydrologist's work <br />and has led to several Investigations of the methodologies used. <br /> <br />This study shows that floods nearly as large as the PMF have recently occurred at various locations <br />in this country, The procedures and data used to define the PMF's in this study are identical to <br /> <br />. Numbers in brackets refer to entries In the bibliography. <br />