|
<br /> BASE FLOOD
<br /> FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATION
<br /> I WITHOUT I WITH I
<br /> CROSS SECTION DIST ANCE1 WIDTH SECTION AREA MEAN VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE
<br /> (FEET) (SQUARE FEET) (FEET PER
<br /> SECOND) (I=~~T I\1r::\ln\
<br /> \' ......... .._w_,
<br />Kodak Wastewater
<br /> Treatment Plant
<br /> Divided Flow REVISED DATA
<br /> H 114,320 ~ 943 812 5.3 4,741.2 4,741.2 4,741.2 0.0
<br />WCR 17 - SH257
<br /> Divided Flow
<br /> A2 126,540 355 9,621 3.3 4,751.4 4,751.4 4,751.7 0.3
<br /> B2 127,220 400 4,542 3.3 4,751.5 4,751.5 4,752.0 0.5
<br /> C2 128,915 160 469 9.2 4,752.5 4,752.5 4,752.7 0.2
<br /> D2 130,510 470 8,422 1.9 4,755.3 4,755.3 4,756.0 0.7
<br /> E2 131,715 1,046 14,908 1.0 4,755.3 4,755.3 4,756.1 0.8
<br /> p2 132,405 370 1,568 1.0 4,755.4 4,755.4 4,756.1 0.7
<br />State Highway 392
<br /> Divided Flow
<br /> A4 152,040 1,082 866 5.2 4,787.3 4,787.3 4,787.5 0.2
<br /> B4 152,130 1,246 967 4.6 4,792.0 4,792.0 4,792.5 0.5
<br /> C4 153,360 1,120 5,113 0.9 4,792.7 4,792.7 4,793.6 0.9
<br /> D4 154,120 1,190 6,736 0.7 4,792.8 4,792.8 4,793.7 0.9
<br /> E4 154,860 450 789 2.6 4,792.9 4.792.9 4,793.8 0.9
<br /> P4 155,095 430 733 1.7 4,793.7 4,793.7 4,794.7 1.0
<br /> G4 155,435 129 294 1.0 4,794.6 4,794.6 4,795.4 0.8
<br /> ,
<br />lpeet Above Confluence With South Platte River
<br />2Cross Section Located Within Town of Windsor Corporate Limits .'
<br />T FLOODWAY DATA
<br />A FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />B
<br />L
<br />E WELD COUNTY, CO KODAK WASTEWATER TREATMENT PLANT DIVIDED FLOW - WCR 17 -
<br />2 (UNINCORPORATED AREAS) SH257 DIVIDED FLOW - STATE HIGHWAY 392 DIVIDED FLOW
<br />
<br />~r)
<br />C::::P
<br />c-'
<br />(~
<br />
<br />".$~
<br />
<br />(;"';;>
<br />
<br />cr;
<br />4:
<br />:=E
<br />
|