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<br />I <br /> S T A TEO OESIGN OCF CREST <br />I FLOOO LEVEL <br /> FSl <br />I <br />I EMBANKMENT DAM <br />I <br /> PARAPET. RAILING <br />I Sf A TEO DESIGN OCF <br /> FLooO LEVEL <br />I. FSl <br />- <br />I <br />I <br />I CONCRETE DAM <br /> OO~..~l- <br />I RANGE DEPENDING ON <br /> LOAO CAPACITY DF <br /> ....., h~' <br />I <br />I <br />I CREST <br /> Sf A TEO OESIGN DCF <br /> FlODO LEVEL <br />I FSL <br />I, <br />, <br />I' CFRD <br />I Fig 4.1 (bl REVIEW OF EXISTING DAMS - OCF <br />I 12 ANCOLD Guidelines on Selection of an Acceptablejlood Capacity for Dams <br /> <br /> <br /> <br /> <br />