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<br /> <br />Spillway Design Flood Routing <br />(Probable Maximum Flood) <br /> <br />(jj <br />E <br /> <br />of <br />Q) <br />LL <br />c <br />c <br />o <br />~ <br />> <br />Q) <br />w <br />o <br />o <br />0... <br /> <br />5525 <br /> <br />5520 <br /> <br />5515 <br /> <br />5510 <br /> <br />5505 <br /> <br />5500 <br /> <br />~ = ~ = ~ ~~ ~ = ~I~~~f ~ ~ ~.~ ~ ~;-....'"':'~~~, <br />-- -- - -- - --I/~-- -=-) -- --,u.- -- - -- ---..~L <br />~ ~ ~ ~ ~ .~~. ~;~ ~ ~ ~ ~ ~~~~ ~ .~~. ~ ~ ~ ~ ~ ~ <br /> <br />= - = - = == = '== = = =-~-.. = =-~~=-. = == =- =- = - 1 ",.r==I-'=l-I=I- = == == <br />_______~~------c--~--------- _I~~~---------- <br />I/'~ ~~ <br />TI-J~t1~ ~Sl~'''' <br />~~~ ~ ' ~~- <br />~ ~ ~ ~ ~~t~ ~ ~.~~~~ ~ ~.~ ~ ~~~.~ ~ ~ ~ ~ ~ ~ ~ ~.~ ~ ~ ~ ~.~ ~ ~ ~ ~ ~ ~ ~ ~ii ~~ <br />~:~:;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ <br />----J------~I~ '=__ 7- ~~______ - '""l ________ <br />~~ ~~ ~ ~~ ~ ~~ -_~~l =-~S~~~ ~ ~ ~ ~ =~ ~~ <br />-D~---------17~ ~~~~ ---.--- <br />~L~=~====~i~~ -.~ =~~==~ <br />., ._" <br />o 2 4 6 22 24 <br /> <br />~,! <br />~,~ <br />-= I ~'.-"'., _ <br />...,...,.",,~ <br />-=I~'- <br /> <br />600000 <br /> <br />500000 <br /> <br />400000 <br /> <br />300000 <br /> <br />200000 <br /> <br />00000 <br /> <br />LL <br /><( <br />c <br />Q) <br />OJ <br />ell <br />o <br />U5 <br /> <br />(f) <br />LL <br />o <br />c <br />Q) <br />OJ <br />Co <br />..c <br />u <br />(f) <br />(5 <br /> <br />~ Inflow <br />_ Storage <br />~ Outflow <br />-_- Bevation <br /> <br />5495 <br /> <br />20 <br /> <br />18 <br /> <br />16 <br /> <br />14 <br /> <br />12 <br />n <br /> <br />10 <br /> <br />8 <br /> <br />o <br /> <br />Hours <br /> <br /> <br />Time <br />