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<br />~ <br /> <br />~ <br />, <br /> <br />Par. <br /> <br />1-01 <br />1-02 <br />h03 <br />1-04 <br /> <br />2-01 <br />2-02 <br />2-03 <br />2-04 <br />2-05 <br />2-06 <br /> <br />3-01 <br />3-02 <br />3-03 <br />3-04 <br />3-05 <br />3 06 <br />3-07 <br /> <br />4-01 <br />4-02 <br />4-03 <br />4-04 <br />4-05 <br />4-06 <br /> <br />TABLE OF CONTENTS <br /> <br />Foreword <br /> <br />SECT.IONl ~ INTRODUCTION <br /> <br />NATURE AND OBJECTIVES OF STATISTICAL ANA1.YSISc <br />PURPOSE AND SCOPE <br />REFERENCES <br />ORGANIZATION OF THIS PAPER <br /> <br />SECTION 2 - GENERAL PROBABILITY,CONCEPTS <br />AND DEFINITIONS <br /> <br />'". .,~;,"' '. ." <br />. .;~'" , <br /> <br />INTRODUCTION <br />NATURE OF RANDOM EVENTS <br />PROBABILITY INFERENCE <br />CULMULATIVE FREQUENCY CURVES., " " > <br />TECHNICALAPPROA.C!L IN ESTIMATING FREQUENCY, CURVES <br />TERMS AND SYMBOLS <br /> <br />il <br /> <br />~ ) <br /> <br />SECTION 3 - FLOOD PEAK <br />" ',) ,Fil..EQUi!'lCY -, GRAPHICAL }lETHOD " <br /> <br />USE AND RELATIVE ADVANTAGES <br />GENERAL PROCEDURE <br />SELECTION AND ARRANGEMENT OF DATA <br />ADJUSTMENT TO UNIFORM CONDITION <br />PLOTTING FORMULA <br />PLOTTING GRID <br />SAMPLE COMPUTATION <br /> <br />". ,', <br /> <br />.'. . <br /> <br />SECTION 4 - FLOOD PEAK <br />FREQUENCY - ANALYTICAL COMPUTATION" <br /> <br />USE, LIMITATIONS AND RELATIVE ADVANTAGES <br />EQUATIONS USED <br />ANNUAL-EVENT CU,RVES '," <br />PARTIAL-DURATION C~VES""" <br />USE OF HISTORICAL DATA <br />USE OF FLOW ESTIMATES <br /> <br />I <br /> <br />:.' <br /> <br />Page <br /> <br />1 <br />1 <br />2 <br />2 <br /> <br />4 <br />4 <br />5 <br />5 <br />7 <br />g <br /> <br />9 <br />9 <br />10 <br />11 <br />12 <br />"13 <br />'14 <br /> <br />15 <br />15 <br />16 <br />18 <br />19 <br />19 <br />