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Bank Sta: Left Right Lengths: Left Channel Right <br />100 128 5.88 5.88 5.88 <br />ROSS SECTION RIVER: Channel <br />EACH: Berm to Ponds RS: 2041.17* <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8572.82 103 8571.82 109 8569.82 <br />128 8572.82 <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 5.88 5.88 <br />CROSS SECTION RI VER: Chann el <br />REACH: Berm to Ponds RS: 2035. 29* <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8572.71 103 8571.71 109 8569.71 <br />128 6572.71 <br />Coeff Contr. Expan. <br />.1 .3 <br />Sta Elev Sta Elev <br />119 8569.82 125 6571.82 <br />Right Coeff Contr. Expan. <br />5.88 .1 .3 <br />Sta Elev Sta Elev <br />119 8569.71 125 8571.71 <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 <br />100 128 5.88 5.88 5.88 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2029.41* <br />INPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8572.59 103 8571.59 109 8569.59 <br />128 8572.59 <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 />Bank Sta: Left Right Lengths: Left Channel <br />100 128 S.BB 5.88 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 2023.52* <br />INPUT <br />Description: <br />.Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8572.97 103 8571.47 109 8569.47 <br />128 8572.47 <br />Manning's n Values num= 3 <br />Coeff Contr. Expan. <br />.1 .3 <br />Sta Elev Sta Elev <br />119 8569.59 125 8571.59 <br />Right Coeff Contr. Expan. <br />5.68 .1 .3 <br />Sta Elev Sta Elev <br />119 8569.97 125 8571.47 <br />