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• Manning's n Values num= 3 <br /> Sta n Val Sta n Val Sta n Val <br /> 990 .OS 1007.8 .045 1025 .OS <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Co tr. Expan. <br /> 1007.8 1025 50 50 50 1 .3 <br /> Right Levee Station= 1025 Elevation= 8855.08 <br /> CROSS SECTION RI VER: East Diversion <br /> REACH: Segment 8 RS: 0 <br /> INPUT <br /> Description: Interpolated XSEC - 0.3 elevation I <br />~ <br /> Station Elevation Data num= 7 ~ <br /> Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br /> 990 8859.5 1000 8854.06 1008 8854.13 1015 9852.29 018 8652.23 <br /> 1025 8854.8 1033.3 8859 ~ <br /> Manning's n Values num= 3 I~ <br /> Sta n Val Sta n Val Sta n Val II <br /> 990 .OS 1008 .03 1025 .OS <br /> Bank Sta: Left Right Coeff Co ntr. Expan. <br /> 1008 1025 .1 .3 i <br /> Right Levee Station= 1025 Elevation= 8854.78 I <br /> CROSS SECTION RI VER: East Diversion <br /> REACH: Segment 9/10 RS: 1300 ~~. <br />• INPUT <br /> Description: Stat 13 <br /> 13+00 Added 0.3 feet t o Station 12 <br /> Station Elevation Data num= 6 <br /> Sta Elev Sta E1ev Sta E1ev Sta Elev to Elev <br /> 1000 8856 1009.8 8859.8 1014.5 8851.7 1019.5 8851.6 102 .2 8855 <br /> 1031.6 8859.6 <br /> Manning's n Values num= 3 <br /> Sta n Val Sta n Val Sta n Val ~~, <br /> 1000 .OS 1009.8 .03 1027.2 .05 <br /> Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br />~ <br /> 1009.8 1027.2 25 25 25 . .3 <br /> CROSS SECTION RIVER: East Diversion ~~ <br /> REACH: Segment 9/10 RS: 1250 .* <br /> INPUT <br /> Description: <br /> Station Elevation Data num= 6 <br /> Sta Elev Sta Elev Sta Elev Sta Elev to Elev <br /> 1000 8855.56 1009.8 8854.65 1014.5 8851.54 1019.5 8851.49 102 .2 8859.86 <br /> 1031.6 8859.96 '~ <br /> Manning's n Values num= 3 <br /> Sta n val Sta n Val Sta n Val <br /> 1000 .OS 1009.9 .03 1027,2 .OS <br />• Bank Sta: Left Right Lengths: Left Channel Right Coeff Con r. Expan. <br /> 1004.8 1027.2 25 25 25 . ~ .3 <br /> CROSS SECTION RIVER: East Diversion <br /> REACH: Segment 9/10 RS: 1200 <br />