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<br /> Table 2. F100dway Data
<br />FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity wi thout With
<br /> Distance1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section (Feet) (SQuare Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Cottonwood Creek
<br />(Cont'd)
<br />AI( 20,195 176 775 11.9 6,587.5 6,587.5 6,588.5 1.0
<br />AL 20,715 180 797 11.5 6,595.4 6,595.4 6,596.3 0.9
<br />AM 21,635 202 816 11.3 6,609.5 6,609.5 6,610.3 0.8
<br />AN 22,275 191 796 11.6 6,620.3 6,620.3 6,620.7 0.4
<br />AO 23,375 82 599 15.4 6,638.5 6,638.5 6,639.2 0.7
<br />AP 23,980 83 537 14.5 6,647.4 6,647.4 6,647.4 0.0
<br />AQ 25,010 83 537 14.5 6,664.7 6,664.7 6,664.7 0.0
<br />AR 26,265 99 570 13.7 6,684.9 6,684.9 6,684.9 0.0
<br />AU 29,786 130 590 12.3 6,745.3 6,745.3 6,745.3 0.0
<br />AV 31,256 130 553 13.1 6,765.3 6,765.3 6,765.3 0.0
<br />AW 32,666 100 504 12.7 6,791.5 6,791.5 6,791.5 0.0
<br />AX 34,246 110 518 12.4 6,819.0 6,819.0 6,819.0 0.0
<br />BB }J,,z!l8 U .555 11.6 6,BI5.2 6,875.L. .6,876.2 LO
<br />BC 37,701 80 466 13.8 6,885.2 6,885.2 6,885.2 0.0
<br />BD 37,991 80 468 13.7 6,890.3 6,890.3 6,890.3 0.0
<br />BE 39,056 90 414 11.8 6,903.3 6,903.3 6,903.3 0.0
<br />BF 40,236 110 435 11.2 6,922.2 6,922.2 6,922.2 0.0
<br />BG 41,231 100 424 11.5 6,938.7 6,938.7 6,938.7 0.0
<br />BH 42,206 60 349 14.0 6,957.0 6,957.0 6,957.0 0.0
<br />1Feet Above Confluence With Monument Creek
<br />
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