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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I: <br />I <br /> <br />TABLE of CONTENTS <br /> <br />FOREWORD <br /> <br />I <br /> <br />MEMBERSHIP OF THE ANCOLD WORKING GROUP <br /> <br />II <br /> <br />TERMS OF REFERENCE. <br /> <br />II <br /> <br />1. INTRODUCTION <br /> <br />1 <br /> <br />1. I. OBJECTIVE. <br />1.2, SCOPE. <br />1.3. RIsK-BASED APPROACH & DAM HYDROLOGIC SAFETY. <br />104. DAMS AND FLOODS. <br /> <br />1 <br />1 <br />2 <br />4 <br /> <br />2. CHANGES FROM 1986 GUIDELINES ON DESIGN FLOODS FOR DAMS. <br /> <br />5 <br /> <br />3. FLOOD ESTIMATION. " <br /> <br />5 <br /> <br />3 .1. ESTIMATION PROCEDURES. <br />3.2. FLOOD ESTIMATION. <br />3.3. AEP OF THE PMP. <br />304. ASSOClAlED PROCEDURES. <br />3,5. PROBABLE MAxIMuM FLOOD (PMF). <br /> <br />5 <br />6 <br />6 <br />6 <br />6 <br /> <br />4. ACCEPTABLE FLOOD CAPACITY (AFe) <br /> <br />6 <br /> <br />4.1. 1HE ACCEPTABLE FLOOD CAPACITY (AFC) <br />4,2. INrERRELATIONOF AFC, DCF & SDF, <br />4.3. DAM CREST FLOOD (DCF). <br />404, SPILLWAY DESIGN FLOOD (SDF) AND SPILLWAY PROVISIONS. <br />4.5 FREEBOARD. (FIG4.1). <br /> <br />6 <br />7 <br />7 <br />8 <br />9 <br /> <br />5. HYDROLOGIC SAFETY <br /> <br />14 <br /> <br />5.1. FAILURE MODES, <br />5.2. AFC OPTIONS. <br /> <br />14 <br />14 <br /> <br />6. RISK PROCEDURE FOR AFC <br /> <br />14 <br /> <br />6.1, GENERAL RISK PROCESS. <br />6.2. INDICATIVE PROCEDURE FORAFC. <br /> <br />14 <br />16 <br /> <br />ANCOLD Guidelines on Selection of an Acceptable flood Capacity for Dams <br />