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Sta n Val Sta n Val Sta n Val 'I <br />• 1000 .OS 1011.2 .095 1026.2 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Co tr. Erpan. <br /> 1011.2 1026.2 30.7 30.7 30.7 . 1 .3 <br /> CROSS SECTION RIVER: East Diver sion I ' <br /> REACH: Segment 7 RS: 0 <br /> INPUT I <br /> Description: Stat 0+00 <br /> Station Elevation Data num= 6 ~, <br /> Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br /> 1000 8892.66 1007 8890.91 1013.3 8887.12 1016.1 8886.9 101.9 8888.76 <br /> 1027.5 8888.05 <br /> Manning's n Values num= 3 <br /> Sta n Val Sta n Val Sta n Val <br /> 1000 .O5 1007 .045 1021.9 .O5 <br /> Bank Sta: Left Right Coeff Co ntr. Expan. I <br /> 1007 1021.9 .1 .3 <br /> CROSS SECTION RIVER: East Diversion I' <br />~ <br /> REACH: Segment 11 RS: 600 i <br /> INPUT <br /> Description: Stat 6+00 <br /> Station Elevation Data num= 6 <br /> Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br />• 1000 8882.76 1008.8 8883.57 1016.7 8879.61 1019.3 8879.67 102 9.5 8884.69 <br /> 1039.2 8889.42 I <br /> Manning's n Values num= 3 i <br /> Sta n Val Sta n Val Sta n Val i <br /> 1000 .OS 1008.8 .095 1029.5 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br /> 1008.8 1029.5 32.7 32.7 32.7 .3 <br /> CROSS SECTION RIVER: East Diversion <br /> REACH: Segment 11 RS: 500 ~, <br /> INPUT it <br /> Description: Stat 5+00 ' <br /> Station Elevation Data num= 6 ', <br /> Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br /> 1000 8876.16 1007.3 8876.17 1015.9 8873.93 1019.7 8873.51 102 .9 8877.82 <br /> 1032.3 8878.98 <br /> Manning's n Values num= 3 I <br /> Sta n Val Sta n Val Sta n Val ''. <br /> 1000 .OS 1007.3 .095 1027.9 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br /> 1007.3 1027.9 79 79 79 .3 <br /> CROSS SECTION RIVER: East Diversion <br />. REACH: Segment 11 RS: 900 <br /> INPUT <br /> Description: Stat 9+00 <br /> Station Elevation Data num= 6 ' <br /> Sta Elev Sta Elev Sta Elev Sta Elev to E1ev <br />