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45 <br />Table VIII. Canyon Cross-Section Aggradation/Degradation Analysis <br />Average of <br />Cross Section Width Aggradation/Degradation <br />(feet) (feet/foot of width) <br />1 326 0.60 <br />2 301 -].72 <br />3 347 0.21 <br />4 190 -0.22 <br />5 317 0.41 <br />6 577 0.43 <br />7 510 0.35 <br />8 177 -0.60 <br />9 239 -1.01 <br />10 472 0.60 <br />11 166 0.73 <br />12 204 -0.71 <br />13 220 0.67 <br />14 253 -0.37 <br />15 342 0.66 <br />16 612 1.03 <br />17 450 -0.12 <br />18 282 0.60 <br />19 280 1.57 <br />20 251 1.27 <br />21 290 -1.26 <br />POR 54 2.22 <br />The average change for all cross sections is 0.32 feet per foot of width <br />per cross section.