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CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3500 <br />INPUT <br />description: 35+00; 0.56 channel bottom gradient <br />tation Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8609 109 8601 119 8601 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 128 .035 <br />Bank Sta: Left Right Lengths: Left Channel <br />100 128 29.5 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3475. • <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8603.75 109 8600.75 119 8600.75 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 126 .035 <br />Bank Sta: Left Right Lengths: Left Channel <br />100 128 24.5 25 <br />ROSS SECTION RIVER: Channel <br />EACH: Berm to Ponds RS: 3450 <br />INPUT <br />Description: 39+00; 1.0~ channel bottom gradient <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8603.5 109 8600.5 119 8600.5 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 128 .035 <br />Bank Sta: Left Right Lengths: Left Channel <br />100 128 24.5 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3425. '' <br />INPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8603.25 109 8600.25 119 8600.25 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 126 .035 <br />~ank Sta: Left Right Lengths: Left Channel <br />100 128 24.5 25 <br />CROSS SECTION RI VER: Chann el <br />Sta Elev <br />128 8609 <br />Right Coeff Contr. Expan. <br />25.5 .1 .3 <br />Sta Elev <br />128 8603.75 <br />Right Coeff Contr. Expan. <br />25.5 .1 .3 <br />Sta Elev <br />128 8603.5 <br />Right Coeff Contr. Expan. <br />25.5 .1 .3 <br />Sta Elev <br />128 8603.25 <br />Right Coeff Contr. Expan. <br />25.5 .1 .3 <br />