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<br /> Table 2. Floodway Dq.ta
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (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 />tv AG 12,710 200 1,341 9.9 6,131. 4 6,131.4 6,132.1 0.7
<br />OJ
<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 /> AK 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 />
<br />IFeet Above Confluence With Fountain Creek
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