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<br />Chapter 4 Example Application <br /> <br /> <br />Upstream Boundary of Fall Creek <br /> <br />90 <br /> <br /> <br />. <br />...... <br /> <br /> 85 <br />g <br />" <br />0 <br />00 <br />'" 80 <br />> <br />., <br />jjj <br /> 75 <br /> <br />70 <br />o <br /> <br />1000 <br /> <br />2000 <br /> <br />3000 <br /> <br />4000 <br /> <br />5COJ <br /> <br />Flow (cIs) <br /> <br />Figure 4.13 Computed Rating Curve for Exampte Application <br /> <br />Next look at an X- Y-Z Perspective Plot of the river reaches. From the View <br />menu bar on the HEC-RAS main window, selectX-Y.Z Perspective Plots. A <br />multiple cross section perspective plot should appear for the FaIl Creek reach <br />as shown in Figure 4.14. Try rotating the perspective view in different <br />directions, and select different reaches to look at. <br /> <br />Now let's look at some tabular output. Go to the View menu bar on the HEC- <br />RAS main window. There are two types of tables available, a cross section <br />specific table and a profile table. Select Cross Section Table to get the first <br />table to appear. The table should look like the one shown in Figure 4.15. <br />This table shows detailed hydraulic information at a single cross section. <br />Other cross sections can be viewed by selecting the appropriate reach and <br />river mile from the table. <br /> <br />Now bring up the profile table. This table shows a limited number of <br />hydraulic variables for several cross sections. There are several types of <br />profile tables listed under the Tabtes menu bar of the profile table window. <br />Some of the tables are designed to provide specific information at hydraulic <br />structures (e.g. bridges and culverts), while others provide generic information <br />at all cross sections. An example of this type of table is shown in Figure 4.16. <br /> <br />4-17 <br />