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<br />-- - - <br />I <br />I <br />I TABLE 4 <br /> SUMMARY OF HYDRAULIC ANALYSIS <br />I FLOOD PLAIN DATA FLOOD WAY DATA <br /> Distance Distance <br />I 100 10 Floodway Right Left <br /> Year Year Stream 100-Year Flood Water Of Of <br /> Cross Flood Culvert Overland Flood Bed Flood Plain Surface Top Center- Center- <br />I Identification Section Station Discharge Discharge Discharge Discharge Elevation Elevation Width Elevation Width line line <br /> (CFS) (CFS) (MSL) (MSL) (FT.)* (FT.) (FT.) (FT.)** (FT.)** <br />I E-W RWlway 73+90 0+30 5796 2187 5284.7 5305.3 1905 5306.3 987.5 80 907.5 <br />Taxiway "C" 76+20 2+54 5796 2187 5285.5 5305.3 1190 5306.3 391 68 323 <br /> 76+21 2+55 5796 2187 5285.5 5305.3 1190 5306.3 391 68 323 <br /> 76+65 3+00 5733 2187 5285.8 5305.3 1195 5306.3 368 45 323 <br />I 76+66 3+01 5733 2187 5285.8 5305.3 1195 5306.3 368 45 323 <br /> 76+75 3+10 5733 2187 5285.8 5305.3 1195 5306.3 362 42 320 <br /> 76+76 3+11 5733 2187 5285.8 5305.3 1195 5306.3 362 42 320 <br />I 77+06 3+40 5733 2187 5286.0 5305.3 1192 5306.3 365 42 323 <br /> 78+82 5+18 5677 1850 5286.7 5305.3 1260 5306.3 423 132 291 <br /> 79+16 5+50 5677 1850 5286.7 5305.3 1275 5306.3 460 170 290 <br />I 79+49 5+85 5677 1850 5286.8 5305.4 1295 5306.3 490 210 280 <br /> 79+50 5+81 5677 1850 5286.8 5305.4 1295 5306.3 490 210 280 <br />23rd Avenue 79+87 6+28 5648 1850 5287.0 5305.4 1305 5306.3 515 235 280 <br /> 85+97 12+14 5585 1850 5289.6 5305.4 895 5306.3 430 105 325 <br />I Drop Structure 86+22 12+39 5585 1850 5292.8 5305.4 835 5306.3 430 125 305 <br /> 86+42 12+58 5585 1850 5292.9 5305.4 800 5306.3 420 130 290 <br /> 88+00 14+58 5585 1850 5293.8 5305.4 570 5306.2 250 175 75 <br />I 91+54 18+16 5520 1650 5295.4 5305.5 225 5306.2 85 30 55 <br /> 91+55 18+17 5520 1650 5295.4 5305.5 225 5306.2 85 30 55 <br /> 92+35 18+96 5520 1650 5295.6 5306.1 215 5307.0 72 30 42 <br />I 92+36 18+97 5520 1650 5295.6 5306.1 215 5307.0 72 30 42 <br /> 96+29 22+98 5468 1650 5297.6 5308.0 105 5309.0 75 35 40 <br /> 96+30 22+99 5468 1650 5297.6 5308.0 105 5309.0 75 35 40 <br /> 96+76 23+35 5468 1650 5297.9 5308.7 130 5309.6 65 32 33 <br />I Drop Structure 96+82 23+45 5468 1650 5300.9 5310.3 155 5310.3 60 29 31 <br /> 97+42 24+15 5468 1650 5301.0 5311.3 190 5311.3 42 10 32 <br /> 98+00 24+70 5441 1420 5301.2 5313.5 885 5314.5 120 55 65 <br />I Montview Blvd. 99+47 26+15 5441 1420 5301.8 5313.9 870 5314.9 355 300 55 <br /> 99+48 26+16 4500 1420 5301.8 5314.0 870 5315.6 355 300 55 <br /> 100+01 26+45 4350 1420 5302.4 5315.0 895 5315.9 355 310 45 <br />I 100+90 27+60 4220 1420 5302.9 5315.1 880 5316.0 367 292 75 <br /> 103+05 29+65 3863 1420 5303.7 5315.2 779 5316.0 375 255 120 <br />I *Width of Main Channel. <br /> **Looking Downstream. <br />I <br />I 8 <br /> -- -- -- <br />