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100 8605 109 8602 119 8602 <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 />~ <br />ank Sta: Left Right Lengths: Left Channel <br />100 128 2 4.25 24.25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3900 <br />INPUT <br />Description: 39+00; 0.09 channel bottom gradient <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8605 109 8602 119 8602 <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: 3875. • <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8605 109 6602 119 8602 <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 />Bank Sta: Left Right Lengths: Left Channel <br />100 128 25 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3850 <br />INPUT <br />Description: 39+00; 0.09 channel bottom gradient <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8605 109 8602 119 8602 <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: 3625. E <br />INPUT <br />escription: <br />station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8605 109 8602 119 8602 <br />128 8605 <br />Right Coeff Contr. Expan. <br />29.25 .1 .3 <br />Sta Elev <br />128 8605 <br />Right <br />25 <br />Coeff Contr <br />.1 <br />Expan. <br />.3 <br />Sta <br />128 <br />Right <br />25 <br />Elev <br />8605 <br />Coeff Contr. Expan. <br />.1 .3 <br />Sta Elev <br />128 8605 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8605 <br />