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• 1091 8929.38 1106 8931.26 <br /> <br />Manning's n Values <br />num= <br />3 I <br /> Sta n Val Sta n Val Sta n Val <br /> 1000 .O5 1071.4 .OS 1091 .05 <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br /> 1071.9 1091 87.6 87.6 87.6 . ~ .3 <br /> CROSS SECTION RIVER: East Diversion <br /> REACH: Segment 5/6 RS: 900. <br /> INPUT <br /> Description: Stat 8+00 <br /> Station Elevation Data num= 6 <br /> Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br /> 1000 8919.57 1055.6 8918.61 1061.8 8916.39 1065.2 8916.59 107 .5 8919.73 <br /> 1089 8919.51 <br /> Manning's n Values num= 3 <br /> Sta n Val Sta n Val Sta n Val ~, <br /> 1000 .O5 1055.6 .OS 1072.5 .OS II <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br /> 1055.6 1072.5 97.9 97.9 97.9 .~ .3 <br /> CROSS SECTION RIVER: East Diversion <br /> REACH: Segment 5/6 RS: 800. <br />• INPUT I <br /> Description: Stat 7+00 <br /> Station Elevation Data num= 6 <br /> Sta E1ev Sta E1ev Sta Elev Sta Elev to Elev <br /> 1000 8906.91 1018.7 8907.58 1027 8909.77 1031.3 8905.21 105 .2 8908.02 <br /> 1100.2 8907.31 <br /> Manning's n Values num= 3 I, <br /> Sta n Val Sta n Val Sta n Val <br /> 1000 .OS 1018.7 .OS 1058.2 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br /> 1018.7 1058.2 99.2 99.2 99.2 . ~ .3 <br /> CROSS SECTION RIVER: East Diversion '~ <br /> REACH: Segment 5/6 RS: 700. 'I <br /> INPUT <br /> Description: Stat 6+00 <br /> Station Elevation Data num= 6 I <br /> Sta Elev Sta Elev Sta EleV Sta Elev to Elev <br /> 1000 8897.79 1046.6 8897.08 1054.6 8893.78 1058.3 8893.95 106 .3 8895.91 <br /> 1076.9 8896.89 <br /> Manning's n Values num= 3 <br /> Sta n Val Sta n Val Sta n Val <br /> 1000 .OS 1096.6 .OS 1065.3 .OS <br />. Bank Sta: Left Right <br />1096.6 1065.3 Lengths: Left Channel <br />99.5 99.5 Right Coeff Con <br />99.5 r. Expan. <br />.3 <br /> CROSS SECTION RIVER: East Diversion <br /> REACH: Segment 5/6 RS: 600. <br /> INPUT <br />