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CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2930.} <br />INPUT <br />escription: <br />~tation Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8597.25 109 8599.25 119 8594.25 <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 10.1 10 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2920.• <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8597 109 8594 119 8594 <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 10.1 10 <br />ROSS SECTION RIVER: Channel <br />EACH: Berm to Ponds RS: 2910.{ <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8596.75 109 8593.75 119 8593.75 <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 10.1 10 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2900 <br />INPUT <br />Description: 29+00; 2.58 channel bottom gradient <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8596.5 109 8593.5 119 8593.5 <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 />~ank Sta: Left Right Lengths: Left Channel <br />100 128 23.75 25 <br />CROSS SECTION RIVER: Channel <br />Sta Elev <br />128 8597.25 <br />Right Coeff Contr. Expan. <br />10 .1 .3 <br />Sta Elev <br />128 8597 <br />Right Coeff Contr. Expan. <br />10 .1 .3 <br />Sta Elev <br />128 8596.75 <br />Right Coeff Contr. Expan. <br />10 .1 .3 <br />Sta Elev <br />128 8596.5 <br />Right Coeff Contr. Expan. <br />29.5 .1 .3 <br />