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<br />. <br /> <br />DESCRIPTION OF WORK <br />Streamflow records are not available for the area surrounding <br /> <br />Broomfield, and discharge data for small drainage areas is very limited; <br /> <br />therefore, the conventional methods of flood analysis do not apply and <br /> <br />other methods were used to determine T-year peak discharges. Much work <br /> <br />has been done in the area of urban rainfall-runoff analysis by local <br /> <br />consultants, the U.S. Geological Survey, and other groups. The Denver <br /> <br />Regional Council of Governments with assistance from the Federal <br /> <br />Department of Housing and Urban Development funded the publication of <br /> <br />an Urban Storm Drainage Criteria Manual for use by local engineers and <br /> <br />designers in design and analysis of drainage structures. Some of the <br /> <br />data in the manual was used in the Broomfield drainage analysis. Peak <br /> <br />discharges were determined utilizing a synthetic unit hydrograph and <br /> <br />local rainfall records. These peaks were adjusted and (or) checked <br /> <br />by other rational methods before final acceptance and a graph of <br /> <br />drainage area versus peak discharge was plotted for each area. <br /> <br />Twenty-three cross sections were surveyed within the study area. <br /> <br />Water-surface profiles were determined using the U.S. Geological Survey <br /> <br />step-backwater program along with hand computations for flow-over-the-road <br /> <br />and culvert analysis. Although velocities were calculated to be at or <br /> <br />near supercritical in a few of the cross sections, profiles are <br /> <br />representative of the channel and are believed to be satisfactory for <br /> <br />flood insurance purposes. However, due to the steep slopes and high <br /> <br />velocities that would be encountered in a floodway analysis, results <br /> <br />would be unreliable and therefore that analysis is not practical. <br /> <br />. <br /> <br />. <br /> <br />5 <br />