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TABLE A 3 SGOSA 1 CHANNEL DESIGN FOR 500-YR STORM <br /> ske charnel station CIND(ii L(I t) 9w(8) ss(xmav) a skyie(5%) vamaty t45! FraLl Depth l Dew Depth t1i Armaril RWW Si-(in) <br /> SGOSA SGOSAl 0+00 to 5+79 3148 579 12 2 5 0 030 1 0 7 11 092 246 3 5 Grouted Riprap 16 <br /> SGOSA SGOSAl 5+79 to 11+54 3148 57S 12 2 5 0 030 3 6 1128 171 171 3 5 Grouted Poprap 16 <br /> SGOSA SGOSAl 11+54 to 19+70 314 8 816 12 2 5 0 030 14 805 036 2 29 3 5 Grouted Riprap 16 <br /> SGOSA SGOSAl 19+70 to 29+03 3148 933 12 25 0 030 95 1578 2 68 131 3 5 Grouted Riprap 16 <br /> SGOSA SGOSAl 29+03 to 30+39 3148 136 12 2 5 0 030 09 890 036 208 3 5 Grouted Poprap 16 <br /> SGOSA SGOSAl 30+39 to 32+42 3148 203 12 2 5 0 030 143 1812 324 117 3 5 Grouted Riprap 16 <br /> SGOSA SGOSAl 32+42 to 40+26 3148 784 12 25 0 030 95 15 78 2 68 131 3 5 Grouted Poprap 16 <br /> SGOSA SGOSAl 40+26 to 41+20 3148 1 94 12 25 0 030 41 1323 182 165 3 5 Grouted Riprap 16 <br /> SGOSA SGOSAl 41+20 to 43+06 3148 186 12 2 5 0 020 352 3343 738 096 3 5 Concrete <br /> SGOSA SGOSAl 43+06 to 53+68�461 <br /> 8 1062 12 2 5 0 020 3 9 15 35 2 58 134 3 5 Concrete <br /> SGOSA SGOSAl 53+68 to 58+90 5 522 12 2 5 0 020 33 8 3722 753 128 3 5 Concrete <br /> SGOSA SGOSAI 58+90 to 59+92 5 102 12 2 5 0 020 278 3504 694 0 94 3 5 Concrete <br /> SGOSA SGOSAl 59+92 to 60+86 5 94 12 2 5 1 Mr, 3 2 3147 5 98 143 3 5 Concrete <br /> *Freeboard selection 1'if subcritical flow,2x the calculated flow depth if supercritical flow <br />