<br />,
<br />
<br />,--
<br />
<br />I
<br />I
<br />I
<br />2
<br />2
<br />2
<br />2
<br />2
<br />,
<br />35J~5
<br />3511~O
<br />35".5
<br />,
<br />39OtO
<br />390t5
<br />391tO
<br />.
<br />.
<br />.
<br />"
<br />25
<br />
<br />r
<br />
<br />".'I:""'''fI''\'''';'~'l"~~\lU}tl'!.
<br />.."_.,~,......,,
<br />
<br />TABLE I
<br />HYDRAULIC DESIGN - SUM".AAY OF PERTINENT DATA
<br />
<br />- (STANDARD PllOJECT FlOOOD' Zoo,SOOc.F,S,1
<br /> (PROJECT OE$tGN FLOODQ; !4D,OQOC,F,S,l ,1.
<br /> fovert W.S Mo"njn~1 'n" Cotlt. Main v~~Ori~\1 South C~:~~ Fru- W,$, Main Velaclty
<br /> North SOijlh
<br /> El. . EII~ North South Chonntl O.erbonl O~Hbo~~ EL boerd Eln Channel Oil,b.o' OVlrbonl
<br />!!.~,'1-!'Gn 1lI.,,1 " m_I.1. B~nk 8Gnl I.p.$. I,P.l I.pl_ m.$.!. ... " m.s.1. I ,. l.p,i. f.p,I NOTES
<br />IIf+69 3H5.7 16.5 3962.2 0.07 0.07 19.2 a.8 '.5 . - 396~.2 21.0 ,., 5.2 Ex Istlng conOlllon~, aDO~" prOject l~~ees
<br />12+31 3942.6 16.2 3958.8 0.07 0.07 111.8 3.5 3.6 63.2 ,., 3960.6 16.5 3.9 '.2 Bo:g,n$ouln leVee, Suo 1{.30
<br />29t66 3939.1 18.1 3~57. 2 0.07 0.07 12." 3.3 3.7 61.7 '.5 3959.1 13.7 3.6 U
<br />'\6.27 3'0135.11 lB.l 3':153.9 0.07 0.07 18.2 3.7 3.' 58.~ ... 3955.6 20.3 '.2 ...
<br />58+00 3933.8 15.1 39~8.9 0.07 0.07 16.2 2.' 3.3 55. ~ 6.5 3950.9 17.9 3.' 3.8
<br />75~ 30 3n9.6 17.2 3f/lI6.8 0.07 0.07 15.2 3.2 ... 51.1 U
<br />99+-112 392G.1 \u,.\ 39'W.B 0,01 0.07 17.5 3.7 3.2 45.0 '.2 39'+2.7 18.8 U 3.'
<br />1 2 6~ 00 3922.0 13.3 3936.3 0.07 0.07 16.'1 '.0 . 11-0.'1 '.1
<br />1'16+52 3916.2 17.2 3933.8 0.07 0.07 15.'+ 3.3 '.1 37.9 '.1 3936.0 16.9 3.9 ...
<br />t\~OO 3913.7 Ill.fI 3932.3 0.07 0.07 13.8 2.9 3.2 36.2 3.9 393'1.0 16.'1 3.' '.0
<br />79.62 3911.0 16.5 3927.5 0.07 0.07 20.2 '.0 '.1 H.O '.5 3930.'+ 20.11 '.3 ...
<br />99tOO 3906.0 20.8 3926.8 0.06 0.07 12.3 3.5 2.7 30.6 '-' 3929.5 13.8 '.0 3.2
<br />18(-21 3905.8 tB.4 3922..2 (J.OS 0.01 \9.9 3.3 5.0 26.'1 U 3923.9 23.2 '.0 6.0
<br />38+71 3901.7 18.8 3920.5 O.OB 0.06 15.1 3.7 '.1 211-.'+ 3.' 3922.11- 19.5 ,.. 5.'
<br />59+00 3900.8 13.5 39111-.3 0.06 0.05 21.8 '.1 6.6 18.6 '.3 3916.11 21.9 ,.. 7.'
<br />78.00 3896.2 111.5 3910.7 0.06 0.06 l6.5 '-' '.1 \5.11 .., 3913.0 \8.2 '.0 ,..
<br />9H8S 3892.11- 16.1 3908.5 0.06 0.06 111.1 3.' 3.' 13.6 5.1 3911.1 18.0 '.5 ... SeglnNortn levee, Sta. 315.00
<br />33+90 3869.0 16.2 3905.2 0.06 0.06 16.11- 5.0 5.0 10.1 5.5 3908.5 19.7 5.9 '.0
<br />0~357t 13.1t7 llt.....e 3887.9 l3.8 390l.7 0.0"3 a.ow'?' 16.7 5.3 5.' 07.2 5.5 3905.2 20.1 6.1 6.3 tlpstrumotH..,. 50 bridge.
<br />0~357+63.'17 levee 3887.8 0.035 0.035 \Hwr50brldll1i lowcllordolE1.3903.9
<br />0:356+IJ.1I7levlllt 3887.1 12.11 3900.1 0.035 0.035 111.5 7.' '.3 06.1 6.0 39011-.1 15.2 8.' 8.7 Oo..nstre;wlofH..,SObndge
<br />72+00 3883.0 16.2 3899.2 0.035 0.035 to.9 2.. 5.' 01\..1 5.5 3903.8 \1.0 3.' 5.8 [na "orb le...ee. St.. 37Hoo
<br />0~39'+t25 l..ve. 3881.0 16.1 3897.1 0.035 0.035 14.6 6.7 7.' 02.11 5.3 3902.3 13.7 6.3 U ~p..trealll of .I.T&SF R, bridge.
<br />0-3911.75 levee 3880.9 0.035 0.035 loIATSSFRtbllllllt., lo.c~ord 01 fl. 3899.2
<br />0.395+25le...... 3880.8 12.2 3893.0 0.0113 0.01\.3 16.2 ... 7.2 98.5 3.5 38911.6 'ZO.l 6.' ... Oo..natreamofAl&-SFR,brldqe
<br />09t96 3878.7 11.9 3890.6 0.06 0.06 15.11 ... .., 3892.5 18.0 5.7 ..,
<br />29+02 3873." 13.6 3887.0 0.07 0.01 16.5 '.3 '.2 3888.9 18.6 5.0 '.9
<br />53+111 3871.5 10.1 3881.6 0.07 0.07 111.5 5.0 '" 3R6a.7 \1i.1 U 5.3 Eno Soutnle...eeSh. 1170+00
<br />76.00 3865.0 11.8 3876.8 0.01 0.07 13.11 3.3 3.2 3878.6 13.9 3.' 3.5 Ellstingconditlons, belowproJllct le...en
<br />03...0 3851.5 111..1 3871.6 0.07 0.07 16.6 3.0 3.1 3873.3 18.2 3.' 3.' OownstreIllllQtPurg.tolreRlv.r. Junction, Q' 180.00c.f.s. otP.O.f.
<br />
<br />. le...ee crest elltvstlons I iUl!d are jl:pprO~llnlte 0111, ale .re those It
<br />le...ee .htioning tn.. urne as tnl! riVer stdlonlng II~ted ucept u
<br />noleoal\}rldllu.
<br />
<br />~
<br />
<br />
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