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100 8587.75 109 8584.75 119 8584.75 128 8587.75 <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 Right Coeff Contr. Expan. <br />100 128 25.75 25 29.5 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2550.* <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8587 109 8584 119 8584 128 8587 <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 Right Coeff Contr. Expan. <br />100 128 25.75 25 24.5 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2526.* <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8586.25 109 <br />• 8583.25 119 8583.25 128 8586.25 <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 Right Coeff Contr. Expan. <br />100 128 25.75 25 29.5 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2500 <br />INPUT <br />Description: 25+00; 3.09 channel bottom gradient <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8585.5 109 8582.5 119 8582.5 128 8585.5 <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 Right Coeff Contr. Expan. <br />100 128 29.75 25 25.25 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds Rs: 2975.* <br />INPUT <br />.Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8589.75 109 8581.75 119 8581.75 128 8584.75 <br />