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<br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev <br />100 8590.75 109 8587.75 119 8587.75 <br />anning'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 25.75 25 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2650.+ <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8590 109 8587 119 8587 <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 25.75 25 <br />CROSS SECTION RIVER: Chan nel <br />REACH: Berm to Ponds RS: 2625 .+ <br />INPUT <br />Description: <br />Station Elevation Data num= 9 <br />. <br />Sta Elev Sta Elev Sta Elev <br />100 8589.25 109 8586.25 119 8586.25 <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 25.75 25 <br />CROSS SECTION RIVER: Chan nel <br />REACH: Berm to Ponds RS: 2600 <br />INPUT <br />Description: 26+00; 3.09 channel b ottom gradient <br />Station Elevation Data num= 4 <br />Sta Elev Sta Elev Sta Elev <br />100 8588.5 109 8585.5 119 8585.5 <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 25.75 25 <br />CROSS SECTION RIVER: Chan nel <br />REACH: Berm to Ponds RS: 2575 .' <br />Sta Elev <br />128 8590.75 <br /> <br />Right Coeff Contr. Expan. <br />24.5 .1 .3 <br />Sta Elev <br />128 8590 <br />Right Coeff Contr. Expan. <br />29.5 .1 .3 <br />Sta Elev <br />128 8589.25 <br />Right Coeff Contr. Expan. <br />24.5 .1 .3 <br />Sta Elev <br />128 8588.5 <br />Right Coeff Contr. Expan. <br />29.5 .1 .3 <br />~NPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />