|
<br /> Table 2. Floodway Data
<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 /> East Plum Creek
<br /> (Cont'd)
<br /> BD 48,320 238 2,018 7.85 6,178.9 6,178.9 6,179.9 1.0
<br /> BE 49,035 171 1,382 10.20 6,183.2 6,183.2 6,184.2 1.0
<br /> BF 50,035 310 1,989 7.08 6,191. 7 ~,191. 7 6,192.7 1.0
<br /> Be 50,935 198 1,437 9.82 6,200.6 6,200.6 6,201.6 1.0
<br /> BH 51,035 198 1,647 8.57 6,203.0 6,203.0 6,204.0 1.0
<br /> BI 51,770 95 1,151 12.3 6,214.1 6,214.1 6,214.1 0.0
<br /> BJ 52,520 207 1,727 8.2 6,216.2 6,216.2 6,126.7 0.5
<br /> BK 53,320 160 1,048 13.5 6,220.8 6,220.8 6,221.4 0.6
<br />f-' BL 53,820 191 1,428 9.9 6,226.7 6,226.7 6,227.5 0.8
<br />'" HM 54,620 153 1,000 14.1 6,231.6 6,231.6 6,231.8 0.2
<br /> BN 55,050 209 1,517 9.3 6,235.4 6,235.4 6,236.4 1.0
<br /> 50 55,460 189 1,091 12.9 6,239.5 6,239.5 6,240.0 0.5
<br /> BP 56,050 821 2,777 5.1 6,244.6 6,244.6 6,245.5 0.9
<br /> BQ !16,600 239 1,183 11.9 6,247.5 6,247.5 6,247.8 0.3
<br /> BR 57,440 262 1,665 8.5 6,254.4 6,254.4 6,255.3 0.9
<br /> BS 58,130 237 1,214 11.6 6,260.1 6,260.1 6,260.3 0.2
<br /> BV 60,830 216 1,606 8.8 6,280.3 6,280.3 6,281.2 0.9
<br /> BW 61,370 154 1,016 13.9 6,285.1 6,285.1 6,285.6 0.5
<br /> BX 61,710 231 1,688 8.4 6,288.8 6,288.8 6,289.8 1.0
<br />
<br />1
<br />Feet Above Confluence With Plum Creek
<br />
|