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<br /> Table 3. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without with
<br /> 1 Width Section Area (Feet per Regula tory F100dway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Snowmass Creek
<br /> (Cont'd)
<br /> AX 27,985 32 110 10.6 7,658.9 7,658.9 7,658.9 0.0
<br /> AY 27,850 33 111 10.5 7,683.8 7,683.8 7,683.8 0.0
<br /> AZ 29,510 37 116 10.1 7,707.9 7,707.9 7,707.9 0.0
<br /> BA 30,160 40 119 9.8 7,723.8 7,723.8 7,723.8 0.0
<br /> BB 30,740 28 105 11.1 7,742.6 7,742.6 7,742.6 0.0
<br /> BC 30,820 37 165 7.1 },746.0 7,746.0 7,746.0 0.0
<br /> BD 31,300 38 117 10.0 7,755.7 7,755.7 7,755.7 0.0
<br /> BE 31,865 31 109 10.7 7,775.5 7,775.5 7,775.5 0.0
<br /> BF 32,655 46 125 9.4 7,796.5 7,796.5 7,796.5 0.0
<br /> BG 33,680 43 147 8.0 7,813.7 7,813.7 7,813.8 0.1
<br />"" BH 34,645 40 119 9.9 7,829.9 7,829.9 7,829.9 0.0
<br />>-" BI 35,505 54 159 6.9 7,843.9 7,843.9 7,844.0 0.1
<br /> BJ 36,555 55 123 8.9 7,860.1 7,860.1 7,860.5 0.4
<br /> BK 38,185 35 109 10.1 7,898.6 7,898.6 7,898.6 0.0
<br /> BL 39,000 35 117 9.4 7,915.2 7,915.2 7,915.3 0.1
<br /> BM 39,830 42 142 7.8 7,928.1 7,928.1 7,928.1 0.0
<br /> BN 40,560 38 117 9.4 7,938.2 7,938.2 7,938.5 0.3
<br /> BO 41,620 90 176 6.2 7,954.6 7,954.6 7,955.1 0.5
<br /> BP 42,600 35 128 8.1 7,966.5 7,966.5 7,966.9 0.4
<br /> BQ 43,400 50 131 8.0 7,977.0 7,977.0 7,977.4 0.4
<br /> BR 44,350 32 147 7.1 7,987.4 7,987.4 7,987.5 0.1
<br /> BS 45,095 44 115 9.0 7,997.5 7,997.5 7,997.9 0.4
<br /> BT 46,015 31 125 8.4 8,012.6 8,012.6 8,012.8 0.2
<br /> BU 46,770 42 134 7.8 8,022.4 8,022.4 8,022.6 0.2
<br />
<br />1Feet Above Confluence With Roaring Fork River
<br />
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