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<br />Chapter 4 Example Application <br /> <br /> <br /> 95 <br /> 90 <br />g <br />" 85 <br />0 <br />f;i <br />> <br />Q) <br />iU <br /> 80 <br /> 75 <br /> 70 <br /> 100 <br /> <br />4-6 <br /> <br />Upstream Boundary of Fall Creek <br /> <br />.06 <br /> <br />I .035 1 <br /> <br />.05 <br /> <br />. <br />0.... <br />. <br />BIIICSII <br /> <br /> <br /> <br /> <br />350 <br /> <br />400 <br /> <br />150 <br /> <br />300 <br /> <br />200 <br /> <br />260 <br />Station (Il) <br /> <br />Figure 4.5 Cross Section Plot for river mile 10.0 of Fall Creek <br /> <br />The following steps should be followed to copy the current cross section: <br /> <br />1. Go to the Options menu on the Cross Section Data Editor and select <br />Copy Current Cross Section. An input box will appear prompting <br />you to select a reach and enter a river station for the new cross section. <br />For this example, keep the reach as Fall Cr. and enter a new river <br />station of9.9. Press the OK button and the new cross section will <br />appear in the editor. <br /> <br />2. Change the description for the cross section to "River Mile 9.9 of Fall <br />Creek. " <br /> <br />3. Adjust all the elevations of the cross section by -0.5 feet. This is <br />accomplished by selecting the Adjust Elevations feature from the <br />Options menu on the Cross Section Data Editor. <br /> <br />4. Adjust the cross section stationing to reduce the overbanks by 10%. <br />This is accomplished by selecting the Adjust Stations feature from <br />the Options menu on the Cross Section Data Editor, then select <br />Multiply by a Factor. When the input box appears for this option, <br />