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<br />Bank Sta: Left Right Lengths: Left Channel Right <br />100 128 25 25 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds <br />. RS: 2250. • <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8578 109 8575 119 8575 <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: 2225. • <br />INPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8577.25 109 8579.25 119 8579.25 <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 />. <br />100 128 25 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 2200 <br />INPUT <br />Description: 22+00; 2.5~ channel bo ttom gradient <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8576.5 109 8573.5 119 8573.5 <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 <br />100 128 25 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 2175. ' <br />INPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8575.88 109 8572.88 119 8572.88 <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 25 25 <br />Coeff Contr. Expan. <br />.1 .3 <br />Sta Elev <br />128 8578 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8577.25 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8576.5 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />Sta Elev <br />128 8575.88 <br />Right Coeff Contr. Expan. <br />25 .1 .3 <br />