Profile Output Table - Mapping
HEC-RAS  Plan: Plan01   River: High Point Creek Trib 2   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        1297                493.69         58
 Reach - 1        1297                493.74         65
 Reach - 1        1297                493.77         69
 Reach - 1        1297                493.54         37
 Reach - 1        1297                493.79         74
 Reach - 1        1297                494.14        148
 Reach - 1        1297                493.85         84

 Reach - 1        993                 490.07         58
 Reach - 1        993                 490.17         65
 Reach - 1        993                 490.22         69
 Reach - 1        993                 489.69         37
 Reach - 1        993                 490.29         74
 Reach - 1        993                 491.05        148
 Reach - 1        993                 490.42         84

 Reach - 1        604                 489.20         58
 Reach - 1        604                 489.28         65
 Reach - 1        604                 489.32         69
 Reach - 1        604                 488.93         37
 Reach - 1        604                 489.37         74
 Reach - 1        604                 489.93        148
 Reach - 1        604                 489.46         84

 Reach - 1        105                 488.14         58
 Reach - 1        105                 488.17         65
 Reach - 1        105                 488.19         69
 Reach - 1        105                 488.02         37
 Reach - 1        105                 488.22         74
 Reach - 1        105                 488.47        148
 Reach - 1        105                 488.26         84

