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<br /> Table 3. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10ci ty Without With
<br /> 1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (Cont'd)
<br /> BX 61,580 107 716 11.6 7,180.3 7,180.3 7,180.3 0.0
<br /> BY 63,190 152 650 12.8 7,197.5 7,197.5 7,107.5 0.0
<br /> BZ 64,255 100 599 13.9 7,210.7 7,210.7 7,210.7 0.0
<br /> CA 66,040 95 585 14.2 7,233.2 7,233.2 7,233.2 0.0
<br /> CB 67,320 114 624 13.3 7,252.7 7,252.7 7,252.7 0.0
<br /> CC 68,870 100 518 12.9 7,273.1 7,273.1 7,273.1 0.0
<br /> CD 70,275 98 583 11.5 7,285.7 7,285.7 7,285.7 0.0
<br />w CE 71,195 122 589 11.4 7,292.8 7,292.8 7,292.8 0.0
<br />w CF 72,080 152 565 11,9 7,305.1 7,305.1 7,305.1 0.0
<br /> CG 74,300 76 471 14.2 7,329.1 7,329.1 7,329.1 0.0
<br /> CH 75,345 65 447 15.0 7,340.1 7,340.1 7,340.1 0.0
<br /> CI 75,470 65 447 15.0 7,342.2 7,342.2 7,342.2 0.0
<br /> CJ 76,410 129 630 10.6 7,352.4 7,352.4 7,352.5 0.1
<br /> CK 77,815 120 549 12.2 7,370.1 7,370.1 7,3!0.1 0.0
<br /> CL 79,225 94 508 13.2 7,389.0 7,389.0 7,389.0 0.0
<br /> CM 80,720 145 632 10.6 7,404.6 7,404.6 7,404.6 0.0
<br /> CN 82,160 69 457 14.7 7,429.8 7,429.8 7,429.8 0.0
<br /> CO 83,740 106 535 12.5 7,446.8 7,446.8 7,446.8 0.0
<br /> CP 85,440 130 565 11.9 7,476.9 7,476.9 7,476.9 0.0
<br /> CQ 86,650 131 568 11.8 7,497.6 7,497.6 7,497.6 0.0
<br /> CR 87,500 90 498 13.5 7,511.1 7,511.1 7,511.1 0.0
<br /> CS 88,955 70 458 14.6 7,541.9 7,541.9 7,541.9 0.0
<br /> CT 90,355 112 536 12.5 7,560.2 7,560.2 7,560.2 0.0
<br /> CU 91,025 121 552 12.1 7,569.5 7,569.5 7,569.5 0.0
<br /> CV 91,370 117 612 10.9 7,573.1 7,573.1 7,573.1 0.0
<br />
<br />IFeet Above Downstream Limit of Detailed Study
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