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<br />14. Select a bridge length and embankment elevation combination. <br />Determine the corresponding design discharge and return <br />interval. The optimum combination defines the lowest <br />point on the lowest curve of total expected cost versus <br />embankment elevation. The curves are often relatively <br />flat and the selected combination may provide considerable <br />safety factor against traffic interruption without much <br />additional cost. <br /> <br />15. Evaluate the cost of the safety factor, if any. <br /> <br />16. Document the results in a report. <br /> <br />The entire analysis could be computerized. Tseng and others <br />(1975) have published a program for the purpose. However, once a <br />computer program is constructed, it locks in some analytical techniques <br />which may vary among analysts. This report approaches the analysis in <br />blocks. The hydrology, hydraulics, construction costs, traffic costs, <br />and flood damage could and, in fact, did come from separate sources. <br />There are no known verified techniques for estimating damage to the <br />embankment due to flow over the road. Therefore, one was devised <br />using a couple of experience points and engineering judgment for the <br />purposes of this report. <br /> <br />While much of the report can be easily developed by hand with <br />the assistance of a calculator, other parts may be expedited with a <br />computer. These include the computation of water-surface profiles when <br />step backwater or more sophisticated techniques are used. The <br />bookkeeping involved in conducting a depth-damage analysis can be <br />simplified with the use of a computer program. In this report, a <br />computer program was available for the urban site which computed the <br />damage and risk due to flood-plain inundation. For traffic and embankment <br />erosion, the damages for each component flood were computed. The <br />techniques used and the computer model selected are not important <br />so long as they are sufficiently accurate. <br /> <br />THE REPORT <br /> <br />Report Outline <br /> <br />A suggested outline for a report to document the results is <br />shown in table 2. The two sample reports are included in appendices A <br />and B and are written in a narrative form. In this chapter of this <br />manual, each topic outlined in table 2 is annotated describing techniques <br />and sources of information. In this way, the reader may refer to <br />corresponding sections in the two example problems. Although the sample <br />reports are written in narrative form, it seems possible that tables, <br />graphs, computer printouts, check sheets, or drawings might be substituted <br />for parts of the analysis in order to minimize the time involved in <br />preparing a report. <br /> <br />12 <br />