Profile Output Table - Mapping
HEC-RAS  Plan: Plan01   River: TRIB 5_1 TO THOMAS CREEK   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        2756                380.95        416
 Reach - 1        2756                381.44        665
 Reach - 1        2756                381.68        887
 Reach - 1        2756                381.34        575
 Reach - 1        2756                381.93       1147
 Reach - 1        2756                382.72       2289
 Reach - 1        2756                382.48       1898

 Reach - 1        2249                377.96        416
 Reach - 1        2249                378.37        665
 Reach - 1        2249                378.63        887
 Reach - 1        2249                378.20        575
 Reach - 1        2249                378.78       1147
 Reach - 1        2249                379.39       2289
 Reach - 1        2249                379.18       1898

 Reach - 1        1978                375.71        416
 Reach - 1        1978                375.84        665
 Reach - 1        1978                375.96        887
 Reach - 1        1978                375.82        575
 Reach - 1        1978                376.08       1147
 Reach - 1        1978                376.46       2289
 Reach - 1        1978                376.34       1898

 Reach - 1        1557                372.26        416
 Reach - 1        1557                372.48        665
 Reach - 1        1557                372.65        887
 Reach - 1        1557                372.40        575
 Reach - 1        1557                372.81       1147
 Reach - 1        1557                373.29       2289
 Reach - 1        1557                373.14       1898

