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REACH: Berm to Ponds RS: 1600 <br />INPUT <br />Description: 16+00; 2.0$ channel bottom gradient <br />tation Elevation Data num= 6 <br />~ <br />Sta Elev Sta Elev Sta Elev <br />100 8564 103 8563 109 8561 <br />128 8564 <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: 1575. • <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8563.25 103 8562.25 109 8560.25 <br />128 8563.25 <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 25 <br /> <br />ROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 1550. • <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8562.5 103 8561.5 109 8559.5 <br />128 8562.5 <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 25 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 1525. ' <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8561.75 103 8560.75 109 8556.75 <br />128 8561.75 <br />Manning's n Values num= 3 <br />. <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 />Sta Elev Sta Elev <br />119 8561 125 8563 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev Sta Elev <br />119 8560.25 125 8562.25 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev Sta Elev <br />119 8559.5 125 8561.5 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev Sta Elev <br />119 8558.75 125 8560.75 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />