Laserfiche WebLink
<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 />.1 <br />.1 <br />I' <br />I' <br />I <br />I <br />I <br /> <br />OESIGN FLOOO <br />SURCHARGE UV(t <br /> <br />CREST <br /> <br />FSt <br /> <br /> <br />------- <br /> <br /> <br />SOF FOR (HUTE AND <br />OISSIPATDR HAy BE LESS <br />THAN OAH DESI(;N FLOOD <br /> <br />TOTAL <br />FREE80ARD <br /> <br />DRY FREE80ARD <br /> <br />-----------.... <br /> <br />EMBANKMENT DAM <br /> <br />~ NEGATIVE FREE80ARD ) <br />ALTERNATIVE DESIGN FLOOD lEVEL DRY-FREE80ARD-POSITIVE RANGE OF ALTERNATIVES <br /> <br />DESI(;N FLOOD LEVEL <br />F~ WET FREE80ARD <br /> <br /> <br />SPUWAY (REST lEVEL <br /> <br />CONCRETE DAM <br /> <br />DRY FREEBO'RD~ <br /> <br /> <br />,,:-.~"'" ~~, <br /> <br />CFRD <br />WAVE WALL <br /> <br />DRY FREEBOARDk <br /> <br />DESIGN flOOD lEVEL <br />FSl -=- <br /> <br /> <br /> <br />MESH PROTECTION <br />M. Y BE PROVIDED <br /> <br />CFRD <br /> <br />"WET" FREEBOARD - DESIGN FLOOD SURCHARGE ABOVE FSL <br />"DRY" FREEBOARD-AU.QWANCE FOR WIND SETUP AND WAVE RUN UP <br /> <br />(0) CONVENTIONAL FREEBOARD <br /> <br />Fig 4.1 FREEBOARD PROVISIONS <br /> <br />ANCOLD Guidelines on Selection of an Acceptable flood Capacity for Dams <br /> <br />II <br /> <br />I <br />