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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet 1
<br /> Slaughterhouse
<br /> Gulch
<br /> A 8201 345 326 5.2 5,322.6 5,322,6 5,322,6 0.0
<br /> B 1,4201 350 467 3.9 5,329.2 5,329.2 5,329.2 0.0
<br /> C 1,7301 200 402 4.,6 5,335.2 5,355.2 5,355.2 0.0
<br /> D 3,0001 95 312 5.5 5,354.3 5,354.3 5,354.3 0,0
<br /> E 3,2201 105 468 3.6 5,355,3 5,355.3 5,355.3 0.0
<br /> F 4,1501 300 382 3,4 5,379.6 5,379.6 5,379.6 0.0
<br /> G 4,4001 270 776 1.6 5,383,7 5,383.7 5,383.7 0.0
<br /> H 4,9801 170 192 5.7 5,388,4 5,388.4 5,388.4 0,0
<br />'" I 5,0401 85 193 7.0 5,398.6 5,398.6 5,398.6 0.0
<br />-.j 6,3401 265
<br /> J 195 5.1 5,401.1 5,401.1 5,401.1 0.0
<br /> K 6,9801 90 164 8.2 5,410.3 5,410.3 5,410.3 0.0
<br /> South Tributary
<br /> Slaughterhouse
<br /> Gulch
<br /> A 8002 195 95 4.9 5,389.4 5,389.4 5,389.4 0.0
<br /> B 1,0502 150 82 5.6 5,390.6 5,390.6 5,390.6 0.0
<br /> C 1,3252 180 92 5.0 5,402.0 5,402.0 5,402.0 0,0
<br /> D 1,8052 180 82 5.6 5,404.7 5,404.7 5,404.7 0.0
<br /> E 2,1552 110 106 4.4 5,409.6 5,409.6 5,409.6 0.0
<br />
<br />IFeet Above Confluence With South Platte River
<br />
<br />2Feet Above Confluence With Slaughterhouse Gulch
<br />
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