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<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 />•ank Sta: Left Right Lengths: Left Channel Right <br />100 128 25 25 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 1975.* <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8571.5 103 8570.5 109 8568.5 <br />128 8571.5 <br />Coeff Contr. Expan. <br />.1 .3 <br />Sta Elev Sta Elev <br />119 6568.5 125 8570.5 <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 Right Coeff Contr. Expan. <br />100 128 25 25 25 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 1950. * <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />• 100 8571 103 <br />128 8571 8570 109 8568 119 8568 125 8570 <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 25 25 25 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 1925. * <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8570.5 103 8569.5 109 8567.5 119 8567.5 125 8569.5 <br />128 8570.5 <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 Right Coeff Contr. Expan. <br />100 128 25 25 25 .1 .3 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 1900 <br />.INPUT <br />Description: 19+00; 2.06 channel bo ttom gradient <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />