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<br />Table EX 15-14: Emergency Spillway <br />Embankment Channel Design Details <br /> <br /> <br />PoM <br />M sonl.,y <br />nmmm mno14 <br />Witl~M1 Eknlwn <br />le) (a) <br />D~marg. <br />PuNt Ekvalon <br />(n) <br /> <br />Oularce <br /><a) <br /> <br />Sbpe <br />% <br /> <br />U'aehuge <br />IvGI <br />Deem la) <br />wlo <br />fieebvJ <br />Tao <br />WWlh lll) <br />(wlraebmrEf' <br /> <br />VeMily <br />lwaf~~ <br /> <br />O~ <br />1'm) <br /> <br />Da <br />(inl <br /> <br />D~ <br />Cn) <br /> <br />F~DUJe <br />Na <br /> <br /> <br />Onwig+n <br /> <br /> <br />nmJ <br />Lea li g9gl 6,561 5p ]].5 JS ]D OJJ 1186 655 ] 6 9 10d C65 Patlea <br />WS 16 6)58 b,>H ]p 2p 1)985 p51 2D 81 $ IS 18]5 OSM $S <br />W$ 16 61)68 6,]W d0 20 I)OW 041 ZI d6 4 1] IS OSM Ss <br />Wla Id ]030 1,018 50 ZJ IIS 59 0J0 10 EI 5 IS IB ]$ OSM S$ <br />WZ Ifi 4,885 6,8]0 ]O S11 135 flfl pB) SS IO 9D1 5 IZ IB] MI Pbm <br />W3 Id b,B SD b.MS ZS SO lEd l9 p.51 IB 85 5 IS 10 Z5 OSFI $$ <br />W1a li 1D10 ].WS ip 10 ))63 pZI Il l6 2 6 l5 OSAI Ss <br />Wla IS 6918 6,9]8 31i ]b l) 0l1 1868 d 13 IS OSM S$ <br />W9 I$ 69115 6 8Po 1],$ d0 1509 p)i Ifl 8E 6 SI ] b EDd M] Paler <br />p%a IS 4,91i 6,9W eD 1)5 2990 DIS 1]ll S b ]5 OS)I SS <br />EE 25 6615 b,b)1 IO 131.30 D51 3984 9W 5 9 I^_ 229 MJ P"Jo <br />2_I 8 6630 6,615 12 dD 19W Old 118d b5S I ]p8 WS Paler <br />1.1 10 6665 6658 1]5 i0 dl ld Ii 40 ]]] I 6 313 W] Paler <br />d-1 dD 6l0$ 6693 )S$ i0 VSp >M 9 MS <br />d.] II 6,61p 6651 d2 3]39 O)5 Ii Bfl 65J ] 6 9 SOi Wl Paler <br />5.1~ 16 b,]i0 4,]35 )]5 J351 D)9 EO I3 65d ) fi 191 D)1 Patlo <br />GI 6 66d0 6616 10 ]690 DBI IZ 66 ID ]0 9 12 Z]J D45 PaJtt <br />l-I 12 6095 6605 l0 Id bl d4 Od5 Ii 51 I 1135 OSM S$ <br />]-3 6 6,6Po 6,69) dE5 JO 1869 pi] ]JI ] 9 210 c66 Pa1b <br />]~) 10 4,650 66"0 Z$ i0 J880 O)9 S31d 6 51 ] 9 189 Oli Palm <br />]A 6 4,W0 6655 Il5 d0 IB JI pd1 Bb] ]19 ) 6 9 <br />3Dl <br />Wl <br />PWm <br />B.I li 64W 06]9 f0 Ifl ]IH p)5 I]BB i 1E IS OSM1I SS <br />8-Z 10 6610 6,M5 30 JO IOW 001 1198 13 IS UShI SS <br />CON. LOAOOUT ID 6610 L6D5 135 d0 OEB I]1] 151 0' $) Edo <br />" -VegelateJ Channel <br />•" - 03 R freebparJ. side slopes 3:1, trapezoidal riprap channel. <br />°" -velocities are not calcula]ed in Sf:DCAD OSM S1eepSlope program. <br />(Revised 5-1-02) <br />