|
<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEV AnON
<br /> Without With
<br /> Mean Velocity Regulatory Floodway Floodway Increase
<br /> Width Section Area (Feet Per
<br />Cross Section Distancel ~ (SQuare Feet) Second) (Feet) ~ ~ ~
<br />Big Dry Creek
<br />(Cont'd)
<br />AA 25,258 114 806 9.9 5,489.3 5,489.3 5,489.3 0.0
<br />AB 26,545 347 1,055 7.6 5,495.7 5,495.7 5,496.4 0.7
<br />AC 28,119 150 914 7.1 5,516.1 5,516.1 5,516.4 0.3
<br />AD 28,708 237 2,102 3.1 5,520.4 5,520.4 5,521.1 0.7
<br />AE 29,917 224 808 8.0 5,521.1 5,521.1 5,521.6 0.5
<br />AF 30,957 137 612 10.5 5,531.4 5,531.4 5,531.8 0.4
<br />AG 31,783 442 3,631 1.7 5,539.0 5,539.0 5,540.0 1.0
<br />AH 33,899 86 489 11.0 5,556.1 5,556.1 5,556.2 0.1
<br />Al 35,936 120 486 11.1 5,573.3 5,573.3 5,573.3 0.0
<br />Al 37,496 76 354 12.4 5,586.8 5,586.8 5,586.8 0.0
<br />AK 39,416 96 455 9.7 5,602.7 5,602.7 5,602.7 0.0
<br />AL 40,366 128 781 5.4 5,607.4 5,607.4 5,607.4 0.0
<br />AM 41,351 93 410 10.2 5,620.4 5,620.4 5,620.4 0.0
<br />AN 42,902 127 478 8.3 5,634.3 5,634.3 5,634.3 0.0
<br />AO 44,368 56 280 12.9 5,644.0 5,644.0 5,644.0 0.0
<br />AP 46,225 90 334 10.8 5,662.8 5,662.8 5,662.8 0.0
<br />AQ 47,549 331 576 6.2 5,673.4 5,673.4 5,673.4 0.0
<br />
<br />IFeet Above Confluence With South Platte River
<br />
<br />REVISED TO
<br />REFLEC[lOM R
<br />DATEDJY~~ 29280&
<br />
|