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INPUT <br />Description: 17+00; 2.09 channel bottom gradient <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8566 103 8565 109 8563 119 8563 125 8565 <br />. <br />128 8566 <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: 1675. • <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8565.5 103 8569.5 109 8562.5 119 8562.5 125 6564.5 <br />128 8565.5 <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 Ri qht Lenqths: Left Channel Right Coeff Contr. Expan. <br />100 128 25 25 25 .1 .3 <br />CROSS SECTION RIVER: Channel <br />EACH: Berm to Ponds RS: 1650. " <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8565 103 8564 109 8562 119 8562 125 8564 <br />128 8565 <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 RI VER: Chann el <br />REACH: Berm to Ponds RS: 1625. • <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8564.5 103 8563.5 109 8561.5 119 8561.5 125 8563.5 <br />128 E564.5 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 <br />. .035 128 .035 <br />Bank Sta: Left Right Lenqths: Left Channel Right Coeff Contr. Expan. <br />100 128 25 25 25 .1 .3 <br />CROSS SECTION RIVER: Channel <br />