|
<br /> Tab~e 3. F~oodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve~ocity Without With
<br /> ~ Width Section Area (Feet per Regu~atory F100dway F~oodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (Cont'd)
<br /> ES 115,685 59 287 11.5 7,951.1 7,951.1 7 ,951. ~ 0.0
<br /> ET 116,210 68 303 10.9 7,964.8 7,964.8 7,964.8 0.0
<br /> EU 117,025 90 333 9.9 7,977.7 7,977.7 7,977.7 0.0
<br /> EV 117,405 44 250 13.2 7,983.6 7,983.6 7,983.7 O.~
<br /> EW 118,270 ~04 855 3.9 7,987.8 7,987.8 7,988.7 0.9
<br /> EX 118,905 85 425 7.8 7,988.2 7,988.2 7,989.2 1.0
<br /> EY 118,945 96 478 6.9 7,990.3 7,990.3 7,990.3 0.0
<br /> EZ 119,050 69 4~4 8.0 7,990.7 7,990.7 7,991.2 0.5
<br />w FA ,119,865 84" 333 9,.,9 8,004.,6 8,OQ4.11 1l,Q!l4.6 0.0
<br />'"
<br /> FB ~20,~20 88 343 9.6 8,013.5 8,013.5 8,013.5 0.0
<br /> Fe 120,150 90 338 9.8 8,0~8.8 8,0~8.8 8,018.8 0.0
<br /> FD ~20,305 31 259 ~2.8 8,020.4 8,020.4 8,020.4 0.0
<br /> FE 120,355 3~ 256 ~2.9 8,020.8 8,020.8 8,020.4 0.0
<br /> FF ~20,455 40 403 8.2 8,023.6 8,023.6 8,023.6 0.0
<br /> FG 120,850 ~09 889 3.7 8,023.9 8,023.9 8,024.6 0.7
<br /> FE ~2~,350 6~ 576 5.7 8,024.2 8,024.2 8,024.8 0.6
<br /> FI ~2~,575 63 582 5.7 8,024.6 8,024.6 8,025.2 0.6
<br /> FJ ~2~,605 64 579 5.7 8,024.6 8,024.6 8,025.2 0.6
<br /> FK 12~,855 63 528 6.2 8,025.0 8,025.0 8,025.6 0.6
<br /> FL ~22,125 75 517 6.4 8,025.9 8,025.9 8,026.3 0.4
<br /> FM ~22,160 96 52~ 6.3 8,026.~ 8,026.1 8,026.2 O.~
<br /> FN ~22,6~0 ~80 ~,226 2.7 8,026.7 8,026.7 8,027.2 0.5
<br /> FO ~23,205 364 2,384 1.4 8,026.8 8,026.8 8,027.5 0.7
<br /> FP 124,045 400 2,593 ~.3 8,026.9 8,026.9 8,027.6 0.7
<br /> FQ ~24,250 500 2,284 ~.4 8,026.9 8,026.9 8,027.6 0.7
<br />
<br />1Feet Above Downstream Limit of Detailed Study
<br />
|