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<br />71.86 8609.75 <br />76.68 8604.99 <br />~EOMETRY DA <br />TA <br />Geometry Title: Channel Routing <br />Geometry File c:\Proje cts\SanLuis #P344 -000\HECRAS\newsanluis.g01 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 3997 <br />INPUT <br />Description: 39+97, Dete ntion pond culve rt outlet /Diversion channel inlet <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8605 109 8602 119 8602 128 8605 <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 2 9.25 29.25 24.25 .1 .3 <br />CROSS SECTION R IVER: Channel <br />REACH: Berm to Ponds RS: 3972. 75'' <br />INPUT <br />Description: <br />Station Elevation Data num= 4 <br />• Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8605 109 8602 119 8602 126 8605 <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 2 9.25 29.25 24.25 .1 .3 <br />CROSS SECTION R IVER: Chann el <br />REACH: Berm to Ponds RS: 3998. 5• <br />INPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8605 109 8602 119 8602 128 8605 <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 2 9.25 24.25 29.25 .1 .3 <br />CROSS SECTION R IVER: Chann el <br />REACH: Berm to Ponds RS: 3924. 25' <br />~ <br />NPUT <br />Description: <br />Station Elevation Data num= 9 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />