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<br />r <br />r <br />r ", 2~6 <br />, <br /> ! ~37 <br />r <br /> <br />r <br />, <br />i <br />'!-- 237.. <br />r ' 3~B <br /> <br />r <br /> <br />r <br /> <br />239 <br /> <br />313 <br /> <br />r <br /> <br />213 <br />323 <br /> <br />218 <br />311 <br /> <br />312 <br /> <br />" <br />" <br /> <br />211 <br />313 <br /> <br />i"1 <br />I", <br /> <br />~ ],1 <br />-J <br />j <br /> <br />33~ <br /> <br />..-. - ._-------~-_._~_..-.._---------_._-_....._---_.._-- '" <br /> <br />22 i~ 375','3 <br />147,3 1834',0 <br /> <br />32'''6 420,0 <br />189,6 4790,0 <br /> <br />84';' 510';0 <br /> <br />45',8 <br /> <br />62'" 8 <br /> <br />480'''0 <br /> <br />112',', <br /> <br />455,0 <br /> <br />U0"0 <br /> <br />'" <br /> <br />3:~ 2: ----_~m--~~~~N-----::::~-13i::---:::m 1:::: -'-';e----:::'m -,;J;"8-i------]1 '" <br /> <br />. ___RmB~~~R STO:;~L~NAC:~~mr5~~0 SPI~1I1A~,~UTF~~:,0--0~'7--120..0 -1.~~~2'i'i~m- 4':4 ~i~:;~--- ,~I '" <br />9.4 2340,0 17~9 2950,0 30~4 358~,0 47"3 4220~0 71~8 4860~0 105~8 5500.0 <br />1'~, 4_ 6200.0 ____..233,9 __7050,0 ___ 265,1 _.7950,0.___336',,- 8550. 0_U7';I..__9050';0__508':0--9550, 0 ____ <br />OJ9,0 1~008',0 721"0 18398,0 845,3 13868,8 981',8 11270.0 h30,0 138.0';0 1293'''0 18038,0 '" <br /> <br />8~._ -.--.l~---~CHANN -5'..I--.U.----0,01.7--16',.~3.0-0.:040 <br />16 2 PIP~ 8,1 I, 0,8850 0,' '.0 0'''013 <br />RESERVOIR STORAGE IN ACRE.PE~T VS SP1~LWAV OuTP~OW <br />01~ .0',0 ._~ -",'2 228,0. "'14 409.0 <br />5,8 1378~8 9.8 1634,0 16,4 1853,8 <br />74.3 2613;8 94;7 2788.0 117,9 4858,0 <br /> <br />206-- <br />2~7 <br /> <br />48 <br /> <br />2JlJ <br /> <br />11 <br />RESEHVOIR <br />0,8 <br />...:H,4 <br /> <br />238 3M 3 1 CHANN 5"0 90', 3,'061 16',. 3,0 0':040 50'.00 <br />309 60 11 2 PIP~ 8,1 I, 0,0058 0" 0,0 0,013 0,10 <br /> RESERVOIR STORAGE IN ACRE.PEET VS SPI~LWAY OuTFLOW <br /> ~,0 0','~ 0',1 156.8 0,3 360,0 1'1'0 600';0 2';" 86....0 5','0 1184,0 <br /> 11 .2 1308',0 22.5 1500.0 25,4 1512,0 41,1 3370;0 71;6 13960'''0 <br /> --.---.-------- --~-_._._---------~_.. -------.- <br /> <br />"T~0. <br />8,10 <br /> <br />", <br />::i", <br /> <br />..-- 0';8__ 618';0---------1',7-874';0..---J;'2---1140.0 _____ . <br />26'''6 20'3'''0 39',7 2233'''0 55':8 2623,0 ,: '" <br />144'''8 15540'''0 <br /> <br />;~ -., <br /> <br />o <br /> <br />---'---1 <br />,-, '""" <br />~: <br />E", <br />I" <br />I" <br />r' ~ <br />E <br />E'" <br /> <br />-..; """\ <br /> <br />4 <br /> <br />CHANN 4;0 3200. .,0184 8~' 8,0 0~040 20,00 <br />OVERFLOW 1020,0 3000, 0,0196 8,' 4,0 0,045 5.,00 <br />2__n____ PIPE . -0,1--..--- _1. --_0.0050---0,0 -0."----0.013_.__0.10 <br />IN ACRE.P~ET VS SPILLWAV OUTFLOW <br />1;7 82,0 3,9 145,0 9~2 190~8 19~0 230~0 33~2 <br />__..73'.4 _. 300,0____98,7 ___ 330.0._126';6~89J~'8_151:.0-~217':0 <br /> <br />STORAGE <br />21'.'0 <br />__288.0.. <br /> <br />2'0,0 <br /> <br />o 1 CHANN 5, B 2940. 0,0133 9,0 6,0 0'''U5 <br />7 2 PIPE _n___ 0',I...____.__1,-0,005B_.._..B.0_0.0~__.0.013 <br />RESEHVOIR STORAGE IN ACRE.PEET VS SPI~LWAV OUTFLOW <br />0.B 0~~ 0;1 112,0 2,8 383,0 <br />_llJ.0_6135;0 _________n_ <br /> <br />J2J <br />2H <br /> <br />Jll <br />'" <br /> <br />o <br />12 <br />RESERVOIR <br />B,0 <br />~." -- <br /> <br />4J <br /> <br />12 <br />RESEHVOIR <br />~.0 <br />Z"." <br /> <br />313 <br />29 <br /> <br />10 <br />RESERVOIR <br />0,0 <br />22.6 <br /> <br />20 <br /> <br />15 <br />RESERVOIR <br />0,0 <br />97.5 <br />__ 1~69.1. <br /> <br />5B,00 <br />2.10 <br /> <br />989,0 <br /> <br />:1", <br />~: <br /> <br />r~1 <br />c' '" <br />I: ~: <br /> <br />22','3 <br /> <br />11.;0 <br /> <br />53';3 <br /> <br />963':0 <br /> <br />,s':" <br /> <br />1 CHANN 5~0 1060. 0.0189 9~' 6,0 0~B45 <br />.-- 2__. .___ PIPE. ... ___u.0.1..______1._~_0,0050--B.' _0.0__0.013 <br />STORAGE IN ACRE_PEET VS SPI~LWAV OUTFLOW <br />.0'10 0','1 316,.0 ~";4 528,0 1'.'" 10""" 1"'S 840';0 <br />1080,0 __~_Z;8 ___1160, "-_____11.6 ...1264,0 _----14.1.......1320','__16 ,2__H39','0 <br /> <br />5~.00 <br />0,10 <br /> <br />3';1 960.'0 <br />'2~3--3280.0 <br /> <br />STORACE <br />0',0 <br />3687',3 <br /> <br />2 PIPE 0',1 1, <br />IN.ACRE.PEET VSSPILLWAV OUTFLOW___ <br />0,3 511,0 1,0 945,0 <br />38;9 4296,0 51,9 5153,0 <br /> <br />.. I:: "'\ <br />1lI,10 6'1 <br />------"1 <br />3036,0 :1"'\ <br />38524,0 :1 <br /> <br />11,00 :' "'\ <br />'~,00 ~ <br />_ 1/1 ,10 ____._~.,. <br />""'\ <br />r: <br /> <br />~I "'\ <br />I?-~ <br /> <br />0'.'" <br /> <br />0,0 <br /> <br />0',013 <br /> <br />B,0050 <br /> <br />-4~42i25"0--- <br />101','0 18511'''0 <br /> <br />2'''~ <br />66;7 <br /> <br />158'''0 <br />7430',0 <br /> <br />9': It <br />1_3';8 <br /> <br />o <br /> <br />----CHANN---ec;i 1200, 0"0050 11'.'0 '.0 0';040 <br />OVERFLOW 240;0 1100, 0,0055 11,' 4.0 0,045 <br />_ __ 2 __ PIPE 0'.1__ ---1, ___0,0050_.0.0 _..0.0__0.013 <br />STORAGE IN ACR~.PEET VS SP1~LWAV OUTFLOW " <br />0.0 0.3 160.0 2..3 260,0 6,7 360':0 13';1 430'''0 <br />..__ '49',0___.36,8 _.3019.0 _ 'm _ 6209 12172,0__106';8.27655,0.______ <br /> <br />660;0 <br /> <br />4 <br /> <br />17':3 <br /> <br />2 PIPE 0;1 1, <br />STORAGE IN ACRE.fEET VS SPILLWAV OU!fLOL.._ <br />0,8 2"5 100,0 7,0 190,0 --1~:;8--"2ii0'.-0-~---i6';~"J50';0---49'i14iil.0 <br />450;0 110;1 _60,0 298,8 1300,0 477~1 1400~8 102;1 147';0 966~2 1550,0 <br />.1600,0 __ 1608.8._1690,0.. ..1785', 0_17a, 0_____ ___ __._'__ <br /> <br />0,0050 <br /> <br />0';013 <br /> <br />R,10 <br /> <br />,",';", <br /> <br />0,0 <br /> <br />..., <br />