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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 />