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REACH: Berm to Ponds RS: 2875.* <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />. <br />Sta Elev Sta Elev Sta Elev <br />100 8595.88 109 8592.88 119 8592.88 <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 23.3 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2850. * <br />INPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8595.25 109 8592.25 119 8592.25 <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 23.3 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 2825. * <br />.INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8599.62 109 8591.62 119 8591.62 <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 23.3 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 2800 <br />INPUT <br />Description: 28+00; 2.SB channel bo ttom gradient <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8594 109 8591 119 8591 <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 29.5 25 <br />CROSS SECTION RIVER: Chann el <br />REACH: Berm to Ponds RS: 2775. * <br />Sta Elev <br />128 8595.88 <br />Right Coeff Contr. Expan. <br />26.5 .1 .3 <br />Sta Elev <br />128 8595.25 <br />Right Coeff Contr. Expan. <br />26.5 .1 .3 <br />Sta Elev <br />128 6594.62 <br />Right Coeff Contr. Expan. <br />26.5 .1 .3 <br />Sta Elev <br />128 8594 <br />Right Coeff Contr. Expan. <br />25.12 .1 .3 <br />