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• 1000 .OS 1035.5 .OS 1053.2 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Co tr. Expan. <br /> 1035.5 1053.2 104.8 109.8 109.8 ~ 1 .3 <br /> CROSS SECTION RI VER: East Diversion ~~ <br /> REACH: Segment 2/3 RS: 100 <br /> INPUT ' <br /> Description: Station 1+00 <br /> Station Elevation Data num= 6 <br /> Sta E1ev Sta Elev Sta Elev Sta Elev Sta E1ev <br /> 1000 8956.99 1035.1 8953.94 1091.2 8951.32 1045.8 8950.99 10 3.3 8954.41 <br /> 1068.9 8957.01 <br /> Manning's n Values num= 3 <br /> Sta n Val Sta n Val Sta n Val ~, <br /> 1000 .O5 1035.1 .OS 1053.3 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Co tr. Expan. <br /> 1035.1 1053.3 96.8 96.8 96.8 . 1 .3 <br /> CROSS SECTION RI VER: East Diversion <br /> REACH: Segment 2/3 RS: 50 <br />I <br /> INPUT ~ <br /> Description: Station 0+00 <br /> Station Elevation Data num= 6 I <br /> Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br /> 1000 8995.92 1053.5 8991.48 1061 8939.2 1065.5 8938.72 107 .7 8940.72 <br />• 1087.6 6991.3 i <br /> Manning's n Values num= 3 <br /> Sta n Val Sta n Val Sta n Val i <br /> 1000 .OS 1053.5 .O5 1071.7 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br /> 1053.5 1071.7 75 75 75 .~ .3 <br /> CROSS SECTION RIVER: East Diversion ~ <br /> REACH: Segment 2/3 RS: 0 <br /> INPUT <br /> Description: Confluence <br /> Station Elevation Data num= 6 ' <br /> Sta Elev Sta Elev Sta Elev Sta E1ev to Elev <br /> 1000 8938.9 1053.5 8933.9 1061 8931.9 1065.5 8931.3 107 .7 8933.1 <br /> 1087.6 8933.7 <br /> Manning's n Values num= 3 i <br /> Sta n Val Sta n Val Sta n Val <br /> 1000 .OS 1053.5 .OS 1071.7 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br /> 1053.5 1071.7 40 90 40 . ~ .3 <br /> CROSS SECTION RIVER: East Diversion ~. <br /> REACH: Segment 5/6 RS: 1000 <br />. INPUT <br /> Description: Stat 9+00 <br /> Station Elevation Data num= 7 ' <br /> Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br /> 1000 8934.96 1015 8933 1071.4 6930.12 1077.7 8927.02 108 .8 8927.11 <br />