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• CROSS SECTION RIVER: East Diversion <br />REACH: Segment 5/6 RS: 200. <br />INPUT I <br />Description: Stat 1+00 <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />1000 8863.08 1025 8863.21 1031.4 8861.65 1035.9 8861.09 1093.3 8865.2 <br />1053.3 8667.12 i <br />Manning's n Values num= 3 ~I <br />Sta n Val Sta n Val Sta n Val <br />1000 .OS 1025 .095 1093.3 .OS <br />Bank Sta: Left Right Lengths: Left Channel Right Coeff Co tr. Expan. <br />1025 1093.3 105.6 105.6 105.6 ~1 .3 <br />CROSS SECTION RIVER: East Diversion ~i <br />REACH: Segment 5/6 RS: 100. ~, <br />INPUT II <br />Description: Stat 0+00 <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br />1000 8859.12 1021.2 8858.69 1028.1 8856.66 1031.5 8856.69 1039.8 8859.3 <br />1051 8860.9 <br />Manning's n Values num= 3 <br />• Sta n Val Sta n Val Sta n Val i <br />1000 .OS 1021.2 .095 1039.8 .OS <br />Bank Sta: Left Right Lengths: Left Channel Right Coeff Con~r. Expan. <br />1021.2 1039.8 102.2 102.2 102.2 .1 .3 <br />CROSS SECTION RIVER: East Diversion <br />REACH: Segment 5/6 RS: 0. ~, <br />INPUT <br />Description: Confluence <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br />1000 8856.21 1008 8856.02 1013.9 8853.66 1017 8853.77 102 .6 8855.79 <br />1030.3 8855.99 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val ~, <br />1000 .OS 1008 .095 1029.6 .OS <br />Bank. Sta: Left Right Coeff Contr. Expan. <br />1008 1024.6 .1 .3 <br />CROSS SECTION RIVER: East Diversion <br />REACH: Segment 8 RS: 400 ~ <br />INPUT I <br />Description: Stat 9+00 <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br />1000 8876.26 1002.9 8675.21 1008.4 8872.07 1013.9 8871.9 101 .7 8879.27 <br />1023.8 8873.62 <br />Manning's n Values num= 3 ~ <br />Sta n Val Sta n Val Sta n Val <br />1000 .O5 1002.9 .03 1019.7 .OS <br />