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CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2150. *' <br />~NPUT <br />escription: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8575.25 109 8572.25 119 8572.25 <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 2H <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2125.* <br />INPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta E1ev Sta Elev <br />100 8579.62 109 8571.62 119 8571.62 <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 />ROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2100 <br />INPUT <br />Description: 21+00; 2.08 channel bottom gradient <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8579 109 8571 119 8571 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 126 .035 <br />Bank Sta: Left Right Lengths: Left Channel <br />100 128 5.86 5.88 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2099.11* <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8573.88 103 8572.88 109 8570.68 <br />128 8573.88 <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 5.88 5.88 <br />Sta Elev <br />128 8575.25 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8579.62 <br />Right <br />25 <br />Sta <br />128 <br />Right <br />5.88 <br />Coeff Contr. Expan. <br />.1 .3 <br />Elev <br />8574 <br />Coeff Contr. Expan. <br />.1 .3 <br />Sta Elev Sta Elev <br />119 8570.88 125 8572.88 <br />Right Coeff Contr. Expan. <br />5.88 .1 .3 <br />