HEC-RASFlumeCase.b06 3.56 KB
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HEC-RAS 5.0.3 September 2016
       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
Plan 06
Plan 06                                                         
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    =    98.43
  DZ Tolerance          =    .0197
  DZSA Tolerance        =    .0197
  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
Z:\Projects\ProjectArchive\Projects\SW.WQ.BIO.2016.GC_Sandusky(GCT18_EW204)\Admin-related Documents\FluEgg Users Manual\FluEgg Program and Files\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
       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       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
       01.765733       11.765733       21.765733       33.531467       43.531467
       53.531467       6  5.2972       7  5.2972       8  5.2972       97.062933
      107.062933      117.062933      128.828667      138.828667      148.828667
      15 10.5944      16 10.5944      17 10.5944      1812.36013      1912.36013
      2012.36013      2114.12587      2214.12587      2314.12587      24 15.8916
      25 15.8916      26 15.8916      2717.65733      2817.65733      2917.65733
      30 15.8916      31 15.8916      32 15.8916      3314.12587      3414.12587
      3514.12587      3612.36013      3712.36013      3812.36013      39 10.5944
      40 10.5944      41 10.5944      428.828667      438.828667      448.828667
      457.062933      467.062933      477.062933      48  5.2972      49  5.2972
      50  5.2972      513.531467      523.531467      533.531467      541.765733
      551.765733      561.765733      57.3531467      58.3531467      59.3531467
 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