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100 .035 100 .035 128 .035 <br />Bank Sta: Left Right Lengths: Left Channel <br />100 128 25 25 <br />ROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2350. * <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8581 109 8578 119 8578 <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 25 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 2325. * <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 6580.25 109 8577.25 119 8577.25 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 <br />. .035 128 .035 <br />Bank Sta: Left Right Lengths: Left Channel <br />100 128 25 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 2300 <br />INPUT <br />Description: 23+00; 3.OB channel bo ttom gradient <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8579.5 109 8576.5 119 8576.5 <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 25 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 2275. * <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8578.75 109 9575.75 119 8575.75 <br /> <br />~anning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 128 .035 <br />Right Coeff Contr. Expan. <br />25.12 .1 .3 <br />Sta Elev <br />128 8581 <br />Right Coeff Contr. Expan. <br />25.12 .1 .3 <br />Sta Elev <br />126 8580.25 <br />Right Coeff Contr. Expan. <br />25.12 .1 .3 <br />Sta Elev <br />128 8579.5 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8578.75 <br />