HEC-RAS 5.0.3 September 2016
       1       3       0       0
       0       0
       F
       1
Initial Conditions Flow Information
       3        Initial Profile
    2000       3    2000      69    4000      95
Flow and Seasonal Roughness Flag (plan)
       F       F
       2       0       0
       2       0       0
       3       0    .001
   63.34
      30
       1       3       0       0
       0       0
       F
Project Title, Plan Title and Plan ShortID
Baxter River GIS Example
Plan 07
Plan 06                                                         
Job Control Information
  Computation Interval  = 10MIN
  Warmup Interval       =  0 
  Instantaneous Profile = 1HOUR
  Hydrograph Interval   = 1HOUR
  Theta Simulation      =        1
  Theta Warmup          =        1
  Friction Slope Method =        2
  Maximum Iterations    =       20
  Max Iter WOImprovement=        0
  Number Warmup Steps   =        0
  Abort DZ Tolerance    =      100
  DZ Tolerance          =      .02
  DZSA Tolerance        =      .05
  DQ Tolerance          =  3.1E+38
  Weir Flow Stability   =        2
  Spillway Stability    =        1
  Write Restart File    =        F       F
  Echo Input TS         =        F
  Echo Parameters       =        F
  Echo Output TS        =        F
  DSS Message Level     =        4
  Write HDF5 File       =        T
  Write DSS File        =        T
e:\Art\Teaching\Teaching_codes_TUTORIALS\HEC-GEORAS_ARC_GIS\Baxter_Unst1D\RASModel\Baxter.dss
Computational Time Window
  Start Date/Time       = 01Jan2005 0100
  End Date/Time         = 01Jan2005 1800
Initial Conditions (use restart file?)
       F
Log File Information
       F       0       0
Computation Level Output
       F-3.4E+38 3.4E+38       F       F       F       F       F       F       F       F       F   1HOUR
Mixed Flow - Acceleration term reduction based on Froude number
       F      10       1       1
Number of Gate Groups and Internal Boundaries with Gates
       0      18       0       0
Breach Data
       0
Hydrograph Data
       2
       F       F       T       F       F
Upstream Flow Hydrograph
      18
       0    2000       1 2583.51       2 4324.85       3 7196.54       411153.31
       516132.74       622056.32       728830.63       836348.82       944492.33
      1053132.74      1162133.78      12 71353.5      13 80646.5      1489866.22
      1598867.26      16107507.7      17115651.2
 3.4E+38
       F       F       T       F       F
Upstream Flow Hydrograph
      18
       0 2012.33       1 2049.25       2 2110.52       3 2195.77       4 2304.48
       5 2435.97       6 2589.44       7 2763.93       8 2958.38       9 3171.57
      10 3402.21      11 3648.86      12 3910.01      13 4184.04      14 4469.27
      15 4763.93      16 5066.22      17 5374.26
 3.4E+38
       F       F       F       T       F
Downstream Normal Depth
    .001
Internal Observed Stage/Flow Boundaries
       0
Ground Water Interflows
       0
Old River Diversions
       F
Lateral Inflows, Ungaged Lateral Inflows, Outlet TS, and Observed DSS
       0       0       0       0
Stage and Flow Boundary and Ungaged Areas
       0       0
Time Slicing Parameters
       F
HYDROGRAPH LOCATIONS
 16 
       3      19      21      39      41      68      69      82      84      94
      95     105     107     110     112     182
Rules (number of rule sets, number of lookbacks, number of tables)
       0       0       0
Extra Commands
       0
