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Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8601 109 8596 119 8598 <br />anning's n Values num= 3 <br />~ <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 128 .035 <br />Bank Sta: Left R ight Lengths: Left Channel <br /> 100 128 25 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3175.• <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8600.75 109 8597.75 119 8597.75 <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 Lenqths: Left Channel <br /> 100 128 25 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3150.• <br />INPUT <br />Description: <br />tation Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8600.5 109 8597.5 119 8597.5 <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 R ight Lenqths: Left Channel <br /> 100 128 25 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3125.* <br />INPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8600.25 109 8597.25 119 8597.25 <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: Channel <br />REACH: Berm to Ponds RS: 3100 <br />~NPUT <br />Description: 31+00; 1.08 channel bottom gradient <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />Sta Elev <br />128 8601 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8600.75 <br />Ri qht Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8600.5 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8600.25 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />