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<br />IV. Field Data Analysis and Results <br />A. Cross Sections. The survey data for the 23 cross sections were reduced and entered <br />as computer files for cross section plots. The original survey data is presented in Appendix <br />A. A computer program reorganizes the data into files for the plot routines. The cross section <br />plots are presented as Exhibit A, Sheets 1 through 4. The cross section data were also <br />transcribed into GR-cards for the HEC-2 backwater simulation. Table 1 lists the cross sections <br />monitored and the approximate discharges when the surveys were conducted. A brief review <br />of the cross section changes during the high flow season is discussed in Table 2. A photo log <br />(Appendix C) was created of the cross sections surveyed during all three trips in 1993. <br />Exhibit B displays the cross sections and endpoint coordinates and elevations. <br />Inadvertently, cross section E-15.5 endpoint coordinates and the E-15 right endpoint <br />coordinates were not surveyed. These coordinates can be assigned when the wetlands <br />topography is surveyed for hydraulic design of the inflow channel. <br />10 <br />