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INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8593.38 109 8590.38 119 8590.38 <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 Ri qht Lengths: Left Channel <br />100 128 24.5 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2750.+ <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8592.75 109 8589.75 119 8589.75 <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 Lengths: Left Channel <br />100 128 24.5 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2725.* <br />INPUT <br />description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8592.12 109 8589.12 119 8589.12 <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: 2700 <br />INPUT <br />Description: 27+00; 3.06 channel bottom gradient <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8591.5 109 8588.5 119 8588.5 <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 25.75 25 <br />ROSS SECTION RIVER: Channel <br />EACH: Berm to Ponds RS: 2675.+ <br />Sta Elev <br />128 8593.38 <br />Right Coeff Contr. Expan. <br />25.12 .1 .3 <br />Sta Elev <br />128 8592.75 <br />Right Coeff Contr. Expan. <br />25.12 .1 .3 <br />Sta Elev <br />128 8592.12 <br />Right Coeff Contr. Expan. <br />25.12 .1 .3 <br />Sta Elev <br />128 8591.5 <br />Right Coeff Contr. Expan. <br />24.5 .1 .3 <br />INPUT <br />Description: <br />