|
<br />.
<br />
<br />.
<br />
<br /> Table 2. F100dway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10ci ty Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br />Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet ) (Feet> (Feet)
<br />Spring Run
<br />A 95 28 254 6.5 5,855.8 5,855.8 5,855.8 0.0
<br />B 434 21 120 13.8 5,864.5 5,864.5 5,864.5 0.0
<br />C 970 40 125 9.4 5,868.9 5,868.9 5,869.2 0.3
<br />D 1,441 40 206 5.4 5,871.5 5,871.5 5,872.3 0.8
<br />E 2,023 40 194 5.8 5,873.0 5,873.0 5,873.8 0.8
<br />F 2,444 10 50 10.7 5,878.9 5,878.9 5,878.9 0.0
<br />G 2,763 14 49 10.8 5,882.9 5,882.9 5,882.9 0.0
<br />H 2,981 24 60 8.9 5,885.2 5,885.2 5,885.2 0.0
<br />I 3,199 41 28 4.7 5,886.6 5,886.6 5,886.7 0.1
<br />J 3,564 41 28 4.7 5,888.8 5,888.8 5,889.0 0.2
<br />K 4,024 8 7 5.4 5,892.4 5,892.4 5,892.4 0.0
<br />L 4,275 12 55 7.8 5,894.2 5,894.2 5,894.2 0.0
<br />M 4,587 19 36 7.9 5,895.8 5,895.8 5,895.8 0.0
<br />N 4,925 20 51 5.6 5,899.9 5,899.9 5,900.0 0.1
<br />0 5,225 20 46 6.2 5,901. 9 5,901.9 5,902.0 0.1
<br />p 5,604 21 48 5.9 5,905.0 5,905.0 5,905.0 0.0
<br />Q 5,822 40 64 4.5 5,905.8 5,905.8 5,905.8 0.0
<br />R 6,451 23 106 2.7 5,914.8 5,914.8 5,914.8 0.0
<br />S 6,759 18 36 7.9 5,922.9 5,922.9 5,922.9 0.0
<br />T 7,239 15 44 9.8 5,925.9 5,925.9 5,925.9 0.0
<br />U 7,804 28 129 2.5 5,934.8 5,934.8 5,934.8 0.0
<br />IFeet Above Confluence Wi th Fountain Creek
<br />
|