Profile Output Table - Mapping
HEC-RAS  Plan: Plan01   River: Caney T2_4   Reach: Reach - 1    Profile: Varies

# Rivers            = 1
# Hydraulic Reaches = 1
# River Stations    = 4
# Plans             = 1
# Profiles          = 7

 Reach            River Sta        W.S. Elev    Q Total
                                        (ft)      (cfs)

 Reach - 1        1591                443.04        265
 Reach - 1        1591                443.37        336
 Reach - 1        1591                443.56        390
 Reach - 1        1591                442.90        226
 Reach - 1        1591                443.71        450
 Reach - 1        1591                444.48        898
 Reach - 1        1591                444.02        597

 Reach - 1        1403                441.50        265
 Reach - 1        1403                441.68        336
 Reach - 1        1403                441.79        390
 Reach - 1        1403                441.38        226
 Reach - 1        1403                441.91        450
 Reach - 1        1403                442.58        898
 Reach - 1        1403                442.17        597

 Reach - 1        1253                440.92        265
 Reach - 1        1253                441.10        336
 Reach - 1        1253                441.20        390
 Reach - 1        1253                440.82        226
 Reach - 1        1253                441.30        450
 Reach - 1        1253                441.86        898
 Reach - 1        1253                441.52        597

 Reach - 1        930                 439.50        265
 Reach - 1        930                 439.63        336
 Reach - 1        930                 439.71        390
 Reach - 1        930                 439.43        226
 Reach - 1        930                 439.81        450
 Reach - 1        930                 440.29        898
 Reach - 1        930                 439.98        597

