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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 />EACH: Berm to Ponds RS: 1300 <br />INPUT <br />Description: 13+00; 3.09 channel bottom gradient <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8555 103 8559 109 8552 <br />128 8555 <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 20 20 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 1280 .' <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8559.39 103 8553.39 109 8551.39 <br />128 8554.39 <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 20 20 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 1270 <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8554.39 103 8553.39 109 8551.39 <br />128 8554.39 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev Sta Elev <br />119 8552 125 8554 <br />Right Coeff Contr. Expan. <br />20 .1 .3 <br />Sta Elev Sta Elev <br />119 8551.39 125 8553.39 <br />Right Coeff Contr. Expan. <br />20 .1 .3 <br />Sta Elev Sta Elev <br />119 8551.39 129 6553.39 <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 10 10 10 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 1260.• <br />INPUT <br />Description: <br />~tation Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8553.78 103 8552.78 109 8550.78 120 8550.78 126 8552.78 <br />129 8553.78 <br />