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FLOOD06573
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Last modified
1/29/2010 10:11:59 AM
Creation date
10/5/2006 2:23:18 AM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Weld
Community
Boulder, Weld Counties
Stream Name
Coal Creek, Rock Creek
Basin
South Platte
Title
Flood Hazard Analyses Coal Creek and Rock Creek, Boulder and Weld Counties
Date
8/1/1976
Prepared For
Boulder County / Weld County
Prepared By
USDA Soil Conservation Service
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />- <br /> <br />'" <br /> <br />r <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />,I <br />I <br />I <br />I <br />I <br />I <br />J <br />I <br />I <br /> <br />APPENDIX II <br /> <br />A 1 imited number of copies of this appendix has been. produced <br />for planners, engineers, developers, and others concerned with the <br />development of Coal Creek and Rock Creek flood plains, It was prepared <br /> <br /> <br />by the U. S. Department of Agriculture, Soil Conservation Service, <br /> <br /> <br />1n cooperation with the Colorado Water Conservation Board, the Urban <br /> <br /> <br />Dral~age and Flood Control District, Boulder and Weld Counties. <br /> <br />Included are computations for a theoretical floodway capable <br /> <br /> <br />of carrying the IDD-year frequency discharge at an increase in rise <br /> <br /> <br />In water surface elevation above the pre-floodway water surface elevation. <br /> <br /> <br />Data are in computer printout form and include floodway widths, cross <br /> <br /> <br />sectional flow area, and average velocities. Computations are for <br /> <br /> <br />an increase in rise of water surface in 0.5' increments from 0.0' <br /> <br /> <br />to 2.0' above the IDD-year flood. The theoretical floodway was computed <br /> <br /> <br />on the basis of equal conveyance reduction from each side of the flood <br /> <br /> <br />plain. The "Floodway widths - HUD 15 Computer Program," developed <br />by the Soil Conservation Service, is the methodology used for the <br />computat ions. <br /> <br />The data are keyed to the original cross sections and are compatible <br /> <br /> <br />for use with the water surface profiles, photomaps, and other exhibits <br /> <br /> <br />in the main report. The floodway stationing at each cross section <br /> <br /> <br />is from left to right when viewed in a downstream direction. <br />
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