|
<br /> Table 2, Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Goldsmith Gulch
<br /> A 70 60 211 10.7 5,589.5 5,589.5 5,589.6 0.1
<br /> B 950 110 457 4.6 5,595,2 5,595.2 5,595.6 0.4
<br /> C 2,125 90 246 8.5 5,600.7 5,600.7 5,600.7 0,0
<br /> D 2,210 120 269 7,8 5,602,0 5,602.0 5,602.1 0.1
<br /> E 2,925 370 373 4.7 5,610.6 5,610.6 5,610,6 0.0
<br /> F 3,000 500 2,399 0.7 5,615.8 5,615.8 5,615.8 0,0
<br /> G 3,610 117 345 5.1 5,615.8 5,615.8 5,615,8 0.0
<br /> H 3,920 150 250 7.0 5,618.6 5,618,6 5,618.6 0,0
<br />w I 4,015 180 1,059 1.6 5,625.0 5,625.0 5,625.0 0.0
<br />00
<br /> J 4,770 240 227 6.7 5,627.2 5,627.2 5,627.3 0.0
<br /> K 5,050 240 1,826 0,9 5,636,2 5,636.2 5,636.2 0,0
<br /> L 5,.670 14,4 340 1.6 5,636.,2 5,636.,2 5,636.2 0.0
<br /> M 6,450 65 88 6.1 5,643.0 5,643.0 5,643.0 0.0
<br /> N 7,085 170 107 5.0 5,656.6 5,656.0 5,656.0 0,0
<br />
<br />IFeet Above East Bellview Avenue
<br />
|