HEC-RASFlumeCase.b05 3.45 KB
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HEC-RAS 5.0.5 June 2018
       1       1       0       0
       0       0
       F
       1
Initial Conditions Flow Information
       1        Initial Profile
 3.1E+38       1
Flow and Seasonal Roughness Flag (plan)
       F       F
       2       0       0
       3       01.14E-04
       1       1       0       0
       0       0
       F
Project Title, Plan Title and Plan ShortID
HEC-RAS Flume Case
Flume Unsteady Example
Unsteady                                                        
Job Control Information
  Computation Interval  = 1MIN
  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    =       30
  DZ Tolerance          =     .006
  DZSA Tolerance        =     .006
  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
D:\py\FluEgg\test\data\ras\HEC-RAS Flume\HEC-RASFlumeCase.dss
Computational Time Window
  Start Date/Time       = 31Dec2016 2400
  End Date/Time         = 03Jan2017 1100
Initial Conditions (use restart file?)
       F
Log File Information
       F       0       0
Computation Level Output
       T-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       4      .8       1
Number of Gate Groups and Internal Boundaries with Gates
       0       0       0       0
Breach Data
       0
Hydrograph Data
       1
       F       F       T       F       F
Upstream Flow Hydrograph
      60
       0     .05       1     .05       2     .05       3      .1       4      .1
       5      .1       6     .15       7     .15       8     .15       9      .2
      10      .2      11      .2      12     .25      13     .25      14     .25
      15      .3      16      .3      17      .3      18     .35      19     .35
      20     .35      21      .4      22      .4      23      .4      24     .45
      25     .45      26     .45      27      .5      28      .5      29      .5
      30     .45      31     .45      32     .45      33      .4      34      .4
      35      .4      36     .35      37     .35      38     .35      39      .3
      40      .3      41      .3      42     .25      43     .25      44     .25
      45      .2      46      .2      47      .2      48     .15      49     .15
      50     .15      51      .1      52      .1      53      .1      54     .05
      55     .05      56     .05      57     .01      58     .01      59     .01
 3.4E+38
       F       F       F       T       F
Downstream Normal Depth
1.14E-04
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
 2 
       1       3
Rules (number of rule sets, number of lookbacks, number of tables)
       0       0       0
Extra Commands
       0