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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity wi thout With
<br /> Distance1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section (Feet) (SQuare Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Cheyenne Creek
<br />(Cont'd)
<br />Z 7,910 300 1,636 8.1 6,025.8 6,025.8 6,026.7 0.9
<br />AA 8,920 450 1,862 7.1 6,045.3 6,045.3 6,046.2 0.9
<br />AB 9,810 650 2,163 6.1 6,062.7 6,062.7 6,063.7 1.0
<br />AC 10,190 600 1,991 6.7 6,073.4 6,073.4 6,074.2 0.8
<br />AD 11 ,200 450 1,752 7.6 6,094.8 6,094.8 6,095.5 0.7
<br />AE 12,320 300 1,666 8.0 6,121.0 6,121.0 6,121.8 0.8
<br />AF 12,650 200 1,335 10.0 6,131.0 6,131.0 6,131.9 0.9
<br />AG 12,710 200 1,341 9.9 6,131.4 6,131.4 6,132.1 0.7
<br />AH 13,220 200 1,311 10.1 6,144.4 6,144.4 6,144.6 0.2
<br />AI 14,180 250 1,353 9.8 6,169.7 6,169.7 6,170.5 0.8
<br />AJ 14,220 250 1,380 9.6 6,169.9 6,169.9 6,170.8 0.9
<br />AI( 14,820 300 1,548 8.6 6,189.9 6,189.9 6,190.7 0.8
<br />AL 14,860 300 1,507 8.8 6,190.0 6,190.0 6,190.8 0.8
<br />AM 15,940 320 1,701 7.8 6,217.1 6,217.1 6,217.9 0.8
<br />AN 16,660 200 1,348 9.9 6,241. 7 6,241.7 6,242.1 0.4
<br />AO 17 , 300 200 1,319 10.1 6,261.4 6,261.4 6,261.4 0.0
<br />AP 17,770 250 1,284 10.4 6,276.9 6,276.9 6,277 .0 0.1
<br />IFeet Above Confl uence Wi th Fountain Creek
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