Profile Output Table - Mapping
HEC-RAS  Plan: Plan01   River: Hackberry Creek Tributary 4_1   Reach: Reach - 1    Profile: Varies

# Rivers            = 1
# Hydraulic Reaches = 1
# River Stations    = 3
# Plans             = 1
# Profiles          = 7

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

 Reach - 1        1200                531.37        165
 Reach - 1        1200                531.54        203
 Reach - 1        1200                531.65        231
 Reach - 1        1200                531.21        131
 Reach - 1        1200                531.75        262
 Reach - 1        1200                532.48        522
 Reach - 1        1200                531.98        334

 Reach - 1        776                 528.58        165
 Reach - 1        776                 528.79        203
 Reach - 1        776                 528.90        231
 Reach - 1        776                 528.39        131
 Reach - 1        776                 529.00        262
 Reach - 1        776                 529.68        522
 Reach - 1        776                 529.21        334

 Reach - 1        178                 524.87        165
 Reach - 1        178                 524.98        203
 Reach - 1        178                 525.04        231
 Reach - 1        178                 524.76        131
 Reach - 1        178                 525.10        262
 Reach - 1        178                 525.53        522
 Reach - 1        178                 525.23        334

