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REACH: Berm to Ponds RS: 3400 <br />INPUT <br />Description: 34+00; 1.09 channel bottom gradient <br />tation Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8603 109 8600 119 8600 <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: 3375.* <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8602.75 109 8599.75 119 8599.75 <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 25 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3350 <br />~NPUT <br />Description: 39+00; 1.08 channel bottom gradient <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8602.5 109 8599.5 119 8599.5 <br />Manninq'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: 3325.* <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8602.25 109 8599.25 119 8599.25 <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 />Sta Elev <br />128 8603 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8602.75 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8602.5 <br />Right Coeff Contr. Expan. <br />25.5 .1 .3 <br />Sta Elev <br />128 8602.25 <br />Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. <br />• 100 128 24.5 25 25.5 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3300 <br />