Plan Title=Floodway Run
Program Version=3.10
Short Identifier=Floodway    
Simulation Date=,,,
Geom File=g01
Flow File=f02
Subcritical Flow
K Sum by GR= 0 
Std Step Tol= 0.01 
Critical Tol= 0.01 
Num of Std Step Trials= 20 
Max Error Tol= 0.3 
Flow Tol Ratio= 0.001 
Split Flow NTrial= 30 
Split Flow Tol= 0.02 
Split Flow Ratio= 0.02 
Log Output Level= 0 
Friction Slope Method= 1 
Unsteady Friction Slope Method= 2 
Parabolic Critical Depth
Global Vel Dist= 0 , 0 , 0 
Global Log Level= 0 
CheckData=True
Encroach Param=-1 ,0,0, 2 
Encroach River=Bachelor Branch 
Encroach Reach=Reach-1         
Encroach Node=15842   
       1  4893.4 5074.05
Encroach Node=15418   
       1    4980    5140
Encroach Node=15324   
       1    4980    5140
Encroach Node=15208   
       1    4980    5120
Encroach Node=15080   
       1 4959.39 5023.69
Encroach Node=14882   
       1 4852.04 5009.05
Encroach Node=14810   
       1 4852.04 5009.05
Encroach Node=14757   
       1 4852.49  5009.5
Encroach Node=14524   
       1 4881.64 5038.54
Encroach Node=14172   
       1  4905.8    5009
Encroach Node=14094   
       1  4905.8    5009
Encroach Node=14042   
       1  4905.8    5009
Encroach Node=13627   
       1  4937.1 5058.78
Encroach Node=13160   
       1 4943.21 5037.23
Encroach Node=12653   
       1 4925.59 5085.14
Encroach Node=12239   
       1 4911.75 5013.41
Encroach Node=11624   
       1 4804.99  5001.1
Encroach Node=11195   
       1  4900.8 5061.97
Encroach Node=10566   
       1 4812.75 5037.99
Encroach Node=10124   
       1 4896.91 5052.51
Encroach Node=9692    
       1 4844.05 5037.77
Encroach Node=9255    
       1 4882.04 5154.55
Encroach Node=8755    
       1  4916.4 5099.59
Encroach Node=8149    
       1  4993.4 5255.13
Encroach Node=7588    
       1    4653 5061.03
Encroach Node=6924    
       1 4737.88 5012.69
Encroach Node=6398    
       1 4726.95  5027.2
Encroach Node=5747    
       1  4815.9 5122.46
Encroach Node=5149    
       1    4875 5296.69
Encroach Node=4482    
       1  4790.7 5167.37
Encroach Node=3984    
       1 4928.55 5346.95
Encroach Node=3349    
       1  4991.1  5402.7
Encroach Node=2830    
       1 4967.19  5318.4
Encroach Node=2377    
       1 4851.23    5026
Encroach Node=2319    
       1 4851.23    5026
Encroach Node=2232    
       1 4851.23    5026
Encroach Node=1425    
       1 4539.01  5005.1
Encroach Node=559     
       4      .7        
BEGIN DESCRIPTION:
Floodway Run
END DESCRIPTION:
Computation Interval=1HOUR
Output Interval=1HOUR
Run HTab= 0 
Run UNet= 0 
Run PostProcess= 0 
UNET Theta= 1 
UNET Theta Warmup= 1 
UNET ZTol= 0.02 
UNET ZSATol= 0.05 
UNET MxIter= 20 
UNET MaxInSteps= 1 
UNET DtIC= 0 
UNET DtMin= 0 
UNET MaxCRTS= 20 
UNET WFStab= 2 
UNET SFStab= 1 
UNET WFX= 1 
UNET SFX= 1 
UNET DSS MLevel= 4 
UNET Convert EG Bridges=-1 
UNET Use Existing IB Tables=-1 
UNET Froude Reduction=False
UNET Froude Limit= 1 
UNET Froude Power= 10 
Instantaneous Interval=1HOUR
Write IC File= 0 
IC Time=,,
Echo Input=False
Echo Output=False
Write Detailed= 0 
