Profile Output Table - Mapping
HEC-RAS  Plan: Plan01   River: Hackberry Creek Tributary 10_1   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        1213                544.04         70
 Reach - 1        1213                544.12         81
 Reach - 1        1213                544.18         88
 Reach - 1        1213                543.80         48
 Reach - 1        1213                544.23         95
 Reach - 1        1213                544.71        190
 Reach - 1        1213                544.32        111

 Reach - 1        663                 539.04         70
 Reach - 1        663                 539.11         81
 Reach - 1        663                 539.14         88
 Reach - 1        663                 538.89         48
 Reach - 1        663                 539.16         95
 Reach - 1        663                 539.53        190
 Reach - 1        663                 539.26        111

 Reach - 1        333                 536.36         70
 Reach - 1        333                 536.37         81
 Reach - 1        333                 536.38         88
 Reach - 1        333                 536.31         48
 Reach - 1        333                 536.41         95
 Reach - 1        333                 536.54        190
 Reach - 1        333                 536.41        111

 Reach - 1        46                  533.84        355
 Reach - 1        46                  534.03        456
 Reach - 1        46                  534.15        533
 Reach - 1        46                  533.75        310
 Reach - 1        46                  534.28        619
 Reach - 1        46                  534.84       1235
 Reach - 1        46                  534.51        831

