Profile Output Table - Mapping
HEC-RAS  Plan: Plan01   River: Caney Creek T 26   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        1494                347.72        360
 Reach - 1        1494                348.02        470
 Reach - 1        1494                348.26        558
 Reach - 1        1494                347.62        329
 Reach - 1        1494                348.50        657
 Reach - 1        1494                349.76       1311
 Reach - 1        1494                349.09        913

 Reach - 1        1122                344.00        360
 Reach - 1        1122                344.49        470
 Reach - 1        1122                344.84        558
 Reach - 1        1122                343.85        329
 Reach - 1        1122                345.19        657
 Reach - 1        1122                347.01       1311
 Reach - 1        1122                346.03        913

 Reach - 1        755                 342.43        360
 Reach - 1        755                 342.70        470
 Reach - 1        755                 342.89        558
 Reach - 1        755                 342.34        329
 Reach - 1        755                 343.07        657
 Reach - 1        755                 343.95       1311
 Reach - 1        755                 343.45        913

 Reach - 1        410                 340.98        360
 Reach - 1        410                 341.14        470
 Reach - 1        410                 341.24        558
 Reach - 1        410                 340.93        329
 Reach - 1        410                 341.35        657
 Reach - 1        410                 341.98       1311
 Reach - 1        410                 341.60        913

