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Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .035 100 .035 128 .035 ank Sta: Left Right Lengths: Left Channel ~ 100 128 29.75 25 CROSS SECTION RIVER: Channel REACH: Berm to Ponds RS: 2950. • INPUT Description: Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev 100 8589 109 8581 119 8581 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .035 100 .035 128 .035 Bank Sta: Left Right Lengths: Left Channel 100 128 24.75 25 CROSS SECTION RIVER: Channel REACH: Berm to Ponds RS: 2425. • INPUT Description: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev 100 8583.25 109 8580.25 119 8580.25 anning's n Values num= 3 ~ Sta n Val Sta n Val Sta n Val 100 .035 100 .035 128 .035 Bank Sta: Left Right Lengths: Left Channel 100 128 24.75 25 CROSS SECTION RIVER: Channel REACH: Berm to Ponds RS: 2900 INPUT Description: 29+00; 3.09 channel bottom gradient Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev 100 8582.5 109 8579.5 119 8579.5 Manninq's n Values num= 3 Sta n Val Sta n Val Sta n Val 100 .035 100 .035 128 .035 Bank Sta: Left Right Lengths: Left Channel 100 128 25 25 CROSS SECTION RIVER: Chann el REACH: Berm to Ponds RS: 2375. • INPUT Description: Station Elevation Data num= 9 . Sta Elev Sta Elev Sta Elev 100 8581.75 109 8578.75 119 8578.75 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val Right 25.25 Sta 128 Right 25.25 Coeff Contr. Expan. .1 .3 Elev 8584 Coeff Contr. Expan. .1 .3 Sta Elev 128 8583.25 Right Coeff Contr. Expan. 25.25 .1 .3 Sta Elev 128 8582.5 Right Coeff Contr. Expan. 25.12 .1 .3 Sta Elev 128 8581.75