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<br />Chapter 4 Example Application <br /> <br />three data entry fields will be available to adjust the stationing of the <br />left overbank, channel, and the right overbank separately. Enter <br />values of 0.90 for the right and left overbanks, but leave the main <br />channel field blank. This will reduce the stationing of both overbanks <br />by 10%, but the main channel will not be changed. <br /> <br />5. Downstream reach lengths remain the same for this cross section. <br /> <br />6. Press the Apply Data button. <br /> <br />7. Plot the cross section to visually inspect it. <br /> <br />These seven steps should be repeated to enter all the data for Fall Creek and <br />the Yolo River. The necessary adjustments are listed in Table 4.1. Perform <br />the cross section duplications in the order that they are listed in the table. <br />Make sure to change the description of each cross section, and also press the <br />Apply Data button after making the adjustments for each cross section. <br /> <br />Table 4.1 Cross Section adjustment& for duplicating sections <br /> <br />Cross Section Adjusted Adjusted Stationing Downstream Reach Lengths <br />Reach River Sta. Elevation Left Channel Right O.B. Left O.B. Channel Right <br /> O.B. O.B. <br />Fall Cr. 9.8 -0.4 0.80 - 0.80 0.0 0.0 0.0 <br />Yolo Ri. 9.79 -0.1 1.20 1.20 1.20 500 500 500 <br />Yolo Ri. 9.7 -0.5 1.20 1.20 1.20 500 500 500 <br />Yolo Ri. 9.6 -0.3 - - - 500 500 500 <br />Yolo Ri 9.5 -0.2 - - - 0.0 0.0 0.0 <br /> <br />This completes all the cross section data for Fall Creek and the Yolo River. <br />Now let's work on entering the data for the Butte Creek tributary. To enter the <br />first cross section in the Butte Creek tributary do the following: <br /> <br />I. Go to the Reach text box on the Cross Section Data Editor and select <br />the Butte Cr. reach. <br /> <br />2. Select Add a new Cross Section from the Options menu. When the <br />popup box appears prompting you to enter a new river station, enter a <br />value of 0.2. <br /> <br />3. Enter all the data for this cross section as shown in Figure 4.6. <br /> <br />4-7 <br />